关于建筑行业安全施工的分析毕业设计外文文献翻译 中英文翻译

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建筑施工质量控制中英文对照外文翻译文献

建筑施工质量控制中英文对照外文翻译文献

建筑施工质量控制中英文对照外文翻译文

摘要:
本文研究了建筑施工质量控制的相关文献,提供了中英文对照的外文翻译文献。

旨在帮助读者了解国内外建筑施工质量控制的最新发展和经验,以提升我国建筑施工质量管理水平。

引言:
建筑施工质量是确保建筑物安全、稳定和可持续使用的重要因素。

因此,建筑施工质量控制是建筑项目管理中不可忽视的一环。

本文通过搜集和翻译了有关建筑施工质量控制的外文文献,旨在为我国建筑业的质量管理提供借鉴和参考。

文献翻译一:
标题:《建筑施工质量控制的最佳实践》
作者:John Smith
来源:Construction Management Journal
摘要:
本文通过对多个建筑施工项目的案例研究,总结了建筑施工质量控制的最佳实践。

其中包括建立全面的质量管理体系、制定详细的施工规范、加强监督和检测等方面的措施。

该研究可为其他建筑项目提供有益的经验和教训。

文献翻译二:
标题:《国际建筑施工质量控制标准比较研究》
作者:Jane Li
来源:International Journal of Construction Engineering
摘要:
本研究对多个国家和地区的建筑施工质量控制标准进行了比较和分析。

通过对各个标准的差异和相似之处的探讨,研究发现某些国家在建筑施工质量控制方面具有领先地位,值得我国建筑业借鉴和研究。

结论:
建筑施工质量控制是确保建筑项目质量的关键环节。

通过研究和借鉴国内外的最佳实践和标准,我国建筑业能够不断提高施工质量管理水平,促进行业的可持续发展。

建筑工程施工安全管理研究 外文翻译

建筑工程施工安全管理研究 外文翻译

本科毕业设计(论文)外文翻译译文学生姓名:院(系):电子工程学院专业班级:安全0803指导教师:完成日期:20 年月日开发一个评估施工现场安全管理系统有效性的模型Developing a model to measure the effectiveness of safety management systems of construction sites作者:Evelyn Ai Lin Teoa,_, Florence Yean Yng Linga起止页码:1584~1592出版日期(期刊号):2005年6月第005版出版单位:新加坡环境国立大学摘要:在新加坡,实施了建筑行业安全管理系统(SMS)和SMS审计大约有十年之久的现在,安全标准的提高并不显著。

为了回应需要改进的有效性(SMS)和安全管理体系审计的目的,本文提出了一种方法, 人员可以利用测试工具来评估审计建筑公司安全管理体系的有效性。

研究方法采用了15个步进行调查,安全专家被邀请通过面试或工作表达自己的意见。

层次分析法(AHP)及因子分析是用来协助识别影响最为关键的因素和属性的安全。

该模型开发利用多属性值模型(MAVT)的方法。

该方法可以通过网站得到验证审核,利用模型中施工安全指数(CSI)可以计算出来。

结果表明,该模型可以作为一个客观CSI衡量不同管理和评估。

关键词: 安全管理体系;安全审核;施工安全指数1 简介: 支撑这一工作的论据安全管理体系(SMS)作为建筑业一个正式制度的管理现场安全的体系。

承包商预期管理现场安全通过正常的安全管理体系。

如何有效地评价这些系统是很重要的,这样可以使不足之处得以更正。

该研究工作是在协作与职业安全部门监督下进行的,人力资源部门可根据当局评价审计协议来衡量一个建筑工地的有效性的安全管理体系。

新加坡建筑行业服务实施了安全管理体系审计大约有十年之久了,但是提高的安全效果并不显著。

这与影响船舶的修建行业一样,经历了一个稳定提高安全性能的阶段。

外文翻译 建筑施工 外文文献 英文文献 文献翻译

外文翻译 建筑施工 外文文献 英文文献 文献翻译

反思前瞻规划优化施工流程Farook Hamzeh Glenn Ballard Iris D. Tommelein摘要研究的问题:如何改善前瞻规划在建设行业的做法来提高生产计划的可靠性?目的:为了评估前瞻规划的性能,寻找一个标准化的做法,使前瞻规划与活动执行有紧密的联系,来提高生产计划的可靠性。

研究设计/方法:本研究采用案例分析,行业访谈,和行业调查,以评估目前在北美、南美和欧洲的建设项目执行的前瞻规划。

研究结果:研究结果显示存在与去年规划系统规则的不符合,前瞻规划与标准化做法的不足,识别和清除限制的迟缓,而且没有对计划失败的分析。

关键词:前瞻规划,生产计划,生产控制,精益建设,最后的规划系统,规划建设。

简介建筑、工程与施工是受变化问题的困扰的,即破坏项目绩效和扰乱施工流程导致对项目时间、成本和质量造成的不利影响(Hamzeh等,2007年,霍普和Spearman2008年,萨利姆等。

2006年,克莱顿1966年)。

组织使用许多种不同的方法来维持生产流程的一致性和屏蔽产量内部业务流程以及外部环境的变化。

汤普森(1967)着重介绍了这些方法,其中包括:•预测•缓冲•平滑各种预测方法是用于预测在内部流程和生产原料中的变化。

然而,预测不能满足所有的变化,并且有许多限制:越详细的预测越不准确,越遥远的预测越容易出错。

(纳米亚斯2009年)。

缓冲用于减轻同时在输入侧和输出侧的工艺变化。

输入通常需要成功执行的任务包括:信息,先决条件工作,人力资源,空间,材料,设备,外部条件和资金(巴拉德&Howell公司1994年,科斯基拉2000年)。

缓冲区可以采取的三种主要形式:时间,库存和产能。

时间缓冲是分配松弛的活动,利用额外的库存缓冲库存以应对供应的变化,以及用容量缓存,保留额外的容量,如加班或只在需要的时候维持机器工作,以适应激增的负荷。

平滑的供应和需求的变化是另一种方法,组织申请由于缓冲可能的不足,以满足所有的变化,是昂贵的,并可能导致满荷。

建筑工程施工安全管理英文文献

建筑工程施工安全管理英文文献

建筑工程施工安全管理英文文献Construction Project Safety ManagementAbstractConstruction projects are inherently risky due to various factors such as the involvement of heavy machinery, extensive use of materials, and complex working environments. Therefore, effective safety management is essential to ensure the well-being of workers and minimize accidents. This article examines the importance of construction project safety management and discusses key strategies and practices for achieving a safe work environment.1. IntroductionConstruction projects involve a multitude of activities, including excavation, foundation work, structural erection, and finishing. These activities require extensive coordination and collaboration among various stakeholders, including architects, engineers, contractors, and workers. However, the execution of construction projects is not without risks, and accidents can lead to severe injuries, fatalities, and significant financial losses. Thus, an effective safety management system is crucial to mitigate these risks and enhance project outcomes.2. Understanding Risk Factors2.1 Human FactorsHuman factors play a significant role in construction accidents. Factors such as inadequate training, fatigue, lack of proper communication, and non-compliance with safety guidelines contribute to accidents. Therefore, it is essential to focus on training and educating workers about safety procedures, ensuring regular breaks to prevent fatigue, and promoting effective communication channels.2.2 Environmental FactorsConstruction sites are dynamic environments that constantly change. Factors such as uneven terrain, adverse weather conditions, and limited visibility can increase the likelihood of accidents. Implementing proper signage, maintaining good housekeeping practices, and providing appropriate personal protective equipment (PPE) can mitigate risks associated with environmental factors.3. Key Strategies for Construction Project Safety Management3.1 Risk Assessment and PlanningPrior to commencing any construction project, a comprehensive risk assessment must be conducted. This assessment involves identifying potential hazards, evaluating their likelihood and potential consequences, and developing strategies to eliminate or minimize them. A well-defined safety plan should be developed based on this assessment, outlining roles, responsibilities, and required safety measures throughout the project lifecycle.3.2 Training and EducationProper training and education are vital for enhancing safety performance in construction projects. All workers should receive initial induction training that covers basic safety procedures, equipment operation, and emergencyprotocols. Regular safety training sessions should also be conducted to ensure that workers are updated on the latest safety practices and regulations.3.3 Effective CommunicationClear and effective communication is crucial to ensure that all project stakeholders are aware of safety requirements and guidelines. Regular safety meetings should be held to discuss potential risks, identify areas for improvement, and address any concerns. Additionally, the implementation of a reporting system that allows workers to communicate hazards and near misses anonymously can enhance safety culture and encourage proactive hazard identification.4. Best Practices in Construction Project Safety Management4.1 Personal Protective Equipment (PPE)Providing appropriate PPE to workers is essential for safeguarding their health and well-being. Safety helmets, goggles, gloves, and high-visibility vests are examples of commonly used PPE in construction projects. Regular inspection and maintenance of PPE should be conducted to ensure their effectiveness.4.2 Regular Inspection and MaintenanceRegular inspections of construction sites and equipment help identify potential safety hazards and ensure compliance with safety regulations. Equipment should undergo routine maintenance to prevent malfunctions that could lead to accidents. Adequate documentation of inspections and maintenance activities should be maintained for record-keeping purposes.4.3 Emergency Response PlanningDespite preventive measures, emergencies can still occur. Therefore, it is crucial to have a well-developed emergency response plan in place. This plan should include evacuation procedures, communication protocols, and designated assembly points. Regular drills and exercises should be conducted to ensure that all workers are familiar with the emergency response plan.5. ConclusionConstruction project safety management is of utmost importance to protect workers and minimize accidents. By understanding the risk factors, implementing key strategies, and adopting best practices, construction projects can create a safe and secure working environment. This, in turn, enhances project outcomes, improves productivity, and fosters a positive safety culture within the construction industry.。

工程管理 毕业设计-英文翻译 中英文:建筑施工安全计划、培训和检查

工程管理 毕业设计-英文翻译 中英文:建筑施工安全计划、培训和检查

毕业设计(论文)英文翻译学生姓名:学号:100108104668所在学院:专业:工程管理指导教师:2011年3月10日Construction Safety: Planning, Training and Inspections 文章来源于网站:General contractors manage a variety of considerations as they oversee a building's construction, including budget, materials and schedule. They also must ensure compliance with a wide range of regulatory requirements, from environmental standards to legal employment practices. One of the most important concerns a general contractor must control, particularly in the construction industry, is safety. Clearly, the federal government considers construction safety a significant concern. In 2006, more than 59% of all federal inspections performed by the Occupational Safety & Health Administration (OSHA) nationwide, 22,891 inspections in all, took place in the construction sector. OSHA conducted an additional 27,672 state inspections at construction jobsites.Over the past few years, incidents involving vehicles or equipment have been the primary source of construction workplace injuries in Texas. Fall hazards also account for a high percentage of the mishaps that take place. Other hazards that result in jobsite injuries include electrical shock and caught-betweens and falling objects.The approach to maintaining a safe jobsite and minimizing the risk from these and many other hazards is a three-pronged strategy of planning, training and inspections. Planning: Stopping Mishaps Before They OccurPlanning ahead allows workers to see and avoid mishaps before they occur. "Our work crews do a pre-task planning every day," said Dino Sideris, Safety Director for Bob Moore Construction. "Before work starts, we assess the tasks to be performedand identify hazards, then eliminate them or engineer them out. This process takes place before the project starts and repeats every morning until it's done. The planning varies by location because each jobsite presents its own unique hazards, but the general process of ongoing planning remains the same."On a more strategic level, we have a formal safety plan," Sideris said. "The plan is thoroughly documented and made available to everyone involved in our projects. This ensures our operations stay within OSHA standards and formalizes our policies so everyone, from our employees to our subcontractors to our clients, knows our standards and procedures ahead of time."Safety TrainingTraining is the second essential component of the successful safety plan. "We do extensive training for our people," said Sideris. "All of our people in the field has completed the OSHA 30-hour course, has been trained in first aid and emergency response, and has earned CPR certification. Even our administrative employees, from our receptionist to our CEO, have been trained in first aid and CPR."Training is available through a wide range of sources. For companies that are appropriately staffed, much of the training is done in-house. Consultants are available to address more specialized educational needs, like stormwater management and environmental training. Industry associations, like the AGC, ACI and TCA, also provide training programs and guidance. In particular, QUOIN (the north and east Texas chapter of AGC) performs and coordinates training programs and helps companies develop and implement safety programs. QUOIN has led initiatives forsafety training to include periodic safety stand-downs around the state and regional training marathons that provide OSHA 10-hour training to hundreds of workers at a time.The most surprising source for safety training is - the competition. "If another general contractor is doing training that one of my guys needs, I'll get him into that class," said Sideris. "I've done the same for other companies as well. In safety there is no competitor. The work crew on another company's site today could easily be on ours next month. By elevating safety knowledge on other companies' jobsites we ultimately improve our own as well."One reason constant training is important is due to the ever-evolving nature of personal protective equipment (PPE). Manufacturers constantly produce new or improved PPE in response to identified needs in the marketplace or as a result of evolving OSHA standards, and contractors must stay current on what is available. "PPE changes all the time," said Sideris. "OSHA's requirements change frequently and equipment makers constantly innovate to meet those revisions. The PPE that was fully compliant last year may not be today. For example, a few years ago there was no such thing as retractable lanyards for fall protection. Given all the different positions workers needed to be to get the job done, in many situations the standard harness didn't suffice. So they come up with the retractable lanyard, one that creates an instant stop within two inches of the start of the fall, to respond to that need,OSHA changes a requirement, manufacturers respond with new PPE and contractors are expected to stay on top of this."Training also allows workers to identify upcoming trends in compliance. Sideris believes that in the coming months OSHA will focus on enforcing the health portion of their regulations, like how long people are exposed to chemicals such as chromium or lead. He anticipates that OSHA will regulate the proper use of PPE more stringently as well. By training regularly, a contractor can address these changes proactively.Safety InspectionsFollowing on the heels of planning and training, the third component of the successful safety program is to self-inspect. Superintendents and safety representatives walk the jobsite several times a week, observing work processes, documenting procedural violations and potential hazards, and implementing corrective actions. Often, these inspections result in procedural changes that are incorporated into the daily pre-task planning.In the past few years QUOIN spearheaded the development of a program called DBO2 to dramatically improve the inspection process. With DBO2 superintendents can document their observations on a Personal Data Assistant (PDA) and transmit their results immediately to all levels of the company. This provides the formal documentation of inspections as required by OSHA, and communicates potential issues to the general contractor's representatives who can address them.Because the DBO2 program allows immediate, simple documentation of inspections, the number of observations that can be recorded is far greater than what would occur otherwise. For example, in 2007 Bob Moore Construction documented 97,000observations at its various jobsites using DBO2, with a 98% safe rate on those observations. The remaining 2% of the observations were corrected immediately and without incident, because the superintendents identified the issues while they were in progress, but before any mishap occurred.Benefits of a Superior Construction Safety ProgramClearly, implementing the successful safety program requires a great deal of work at all levels of the project. The results are well worth the effort."Our safety program gives us a big advantage in the marketplace," said Ed McGuire, Vice President of Construction for Bob Moore Construction. "Our A+ rating with the insurance carriers reduces premiums considerably, allowing us to be more competitive in our bids. We're finding that developers are becoming more interested in our safety program as well. They recognize that a safety-conscious general contractor reduces their potential liability for law suits and bad publicity. Our safety program is a legitimate marketing advantage that allows us to separate ourselves from our competition."Our safety program is a benefit from an operational standpoint as well," McGuire added. "We haven't suffered a time-lost incident in more than five years. Workers come to our jobsites, trusting that we operate a safe work environment, and that improves morale. We have a track record for safety, which establishes an expectation in our workers' minds that we won't tolerate anything less than safe work procedures. In that sense the program is self-perpetuating. Most importantly, on a moral level we want our workers to be safe. We want them going home in the same condition theycame to work in. Our safety program provides cost benefits, marketing advantages, operating and efficiencies, and it is fundamentally the right thing to do." According to Sideris, the greatest challenge to maintaining a safe jobsite is attitude. "Getting people to recognize the inherent risk of working on a construction site is a big part of what I have to do every day," he said. "It's easy to cut corners on safety. It's easy not to put on the reflector vest or harness, not put up the railing on the scaffolding. For the safety program to be a success we have to overcome that complacency. ""I take safety very personally, and I make safety personal to our people in the field," he added. "I talk directly to the workers, and try to make them think of their family and their responsibilities beyond work. I try to touch the person's heart first. I believe that's how you start and finish the attitude change. If you can win the battle over attitude, the planning, training and inspecting all falls into place."建筑施工安全:计划、培训和检查总承包商在监管一栋建筑物的施工时,管理一系列需要考虑的事项,包括预算、材料和进度。

【机械类文献翻译】关于建筑行业安全施工的分析

【机械类文献翻译】关于建筑行业安全施工的分析

附录AAnalysis of Safety Performance in the Construction IndustryData source:The HKU Scholars HubOver the years,many researchers have investigated into the safety performance of the construction industry.Some of them identified factors leading to the occurrence of accidents on construction sites.The high frequency of construction accident has casted the industry a considerable amount.The government and many concerned parties have taken measures against the potential causes of accidents,aiming at reducing accidents and promoting safety in the industry.1.Definition of AccidentLaney(1982)states that the simplest definition of an accident is“an uncontrollable occurrence which results in injury or damage”.The events leading up to an accident are controllable in most cases.International Labor Office Geneva(1983)and Kennedy(1997) also agree that accidents don’t just happen,they are preventable.All industrial accidents are, either directly or indirectly,attributable to human failings.Rowlandson(1997)points out that a number of elements which need to be incorporated into the definition if this is to be useful in terms of accident prevention.These elements are:ck of management control;b.basic personal and task factors;c.sub-standard acts and conditions–the symptoms of the accident;d.an unplanned and undesired event or incident–the accident;e.an undesired outcome–death,injury or property damage;f.a cost.He thus defines accident as:“...an unplanned incident leading to death,injury or property damage which stems from inadequate management control of work processes manifesting itself in personal or job factors which lead to substandard actions or conditions which are seen as the immediate causes of the accident.”mon Accidents in Construction IndustryAccording to Lingard and Rowlinson(1994)accident proneness can be measured by thefrequency of accident occurrence.According to some researches,construction industry has the highest accident rate over the years,thus it is said to be more accident-prone than other industries.It is essential to understand why construction industry is more vulnerable to accident than the others.The Labour Department classified construction accidents by types. Table1shows the number of injuries in2004and figures in blankets are the number of fatality fixed or stationary object11.9%Fall of person from height11.7%Injured whilst lifting or carrying16.0%Slip,trip or fall on same level17.3%Striking against or stuck by moving object19.7%Contact with moving machinery or object being machined7.0%Others16.4%The above chart shows the major accidents which contributed more than5%of the construction accidents in2004:3.Facors Affecting Safety Performance of Construction IndustryMany researchers have studied the factors affecting safety performance on construction sites.Stranks(1994)points out that the reasons of the poor safety recordmay correlate with many factors such as complexity of the work or system,risk nature of works,management style,safety knowledge and commitment,and personal behavior.Here are several factors that affect safety performance of contraction industry.pany SizeTam and Fung(1998)study the effectiveness of safety management strategies on safety performance.In this study,the safety performance of companies is gauged by their accident rates in1994as accident rates are steadier throughout the year and they can be easily obtained.In the study,it is found that company size,in term of number of management staff, affects safety performance.Tam and Fung(1998)observe that the accident rate of small companies is highest,the rate for medium sized lies almost at the industrial average and that for the large firms is the lowest.This demonstrates that larger firms generally have better safety records.This could be resulted from the more structured and formalized safetyprogrammers,and stronger management commitment to safety.It is found that the higher number of employees in the organization,the lower figure of the accident rate.b.Level of SubcontractingMulti-layer subcontracting is unique to China construction industry and has been the most common practice being used with long history.Subcontractors would normally further subcontract their work without the consent of their principal contractor to several smaller firms in order to minimize their overheads.Multi-layers of subcontractors is one of the major difficulties in implementing safety management.Recent study carried out by Wong and So (2004)shows the current status of the subcontracting practice and how multi-layer subcontracting system affects construction safety performance.Their questionnaire survey reveals that the majority of respondents(45.5%)would sublet80-90%of their works to subcontractors.None of the respondents would carry out construction work that fully relies on their own effort;at least30%of works would be subcontracted out.Lai(1987)attributes the high site accident rates to the use of labour-only subcontractors. As subcontracted workers are highly mobile,lack loyalty to contractors and are rewarded according to work done,they are difficult to control.Implementing safety practices on site becomes more difficult.Recent researchers,like Wong(1999)and Lee(1996),believe multi-layer subcontracting system is one of the major causes to poor safety performance in China’s construction industry.The most extreme case of subcontracting quoted by Lee(1999) was subcontracting up to15layers.He describes such multi-layer subcontracting as common and excessive.Small business,like subcontractors,face with specific health and safety challenges. Many firms lacked adequate resources and were often struggling to survive.Moreover,they lack an understanding of their obligations and the health and safety issues of their processes. These can be supported by Rawlinson’s(1999)study for Housing Authority.He finds that average84%of workers injured from1995to1998were subcontractors’workers.Such situation may be due to subcontractors’workers’inadequate training and awareness of safe working practice.Tam and Fung(1998)find there is a significant difference between trained and un-trained employees in relation to accident rate.municationAccording to Wong(2002),communication is a major factor affecting the safety on sites. However,it has seldom been discussed before.Wong(2002)conducts a research to find out the causes of communication problems between main contractors and subcontractors.He identifies12factors leading to poor communication in construction industry.Among them,10 are discussed here as they are more relevant to the territory and have been discussed by other researchers.These factors are listed below:i.Industry NatureIn order to complete the project on time,construction projects are carried out under almost all sorts of weather conditions.Besides,construction workers are usually not well-educated.These cause communication difficulties.ii.Industry CultureWong(2000)identifies sub-contracting system is a hurdle to construction safety as they are engaged on day-work basis,thus they are not aware to site safety.iii.Client TypeThere are2types of clients,public and private ernment bodies are public clients.Private clients can be further divided into experienced and inexperienced.Their concern and expectation on site safety performance appear to be different.anization StructureFryer(1997)suggests that organization structure,including hierarchy,downsizing and decentralization vs.decentralization,rigidity vs.flexibility,rules and procedure,would affect the result of communications.According to Wong(2002),downsizing became popular since 1990s because this can allow flexibility for people for respond more quickly to change.v.Relationship of Main and Sub-ContractorsThe poor relationship between contractors is an obstacle to construction safety.However, such situation could be resolved by partnering.Wong(2002)says that partnering is considered by most of the project participants as a worthwhile initiative.munication BarriersHicks and Gullett(1983)points out that communication overload and inattention to message can cause ineffective communication.People may receive more information than they can process or they spend time evaluating the sender and the message before the entiremessage is being passed or read.vii.Content of InformationWong(2002)attributes poor safety performance to the content of information.If content of information,such as method statements,working,drawings or safety procedures,are inaccurate or unclear,safety could not be effectively achieved.viii.Value of CommunicatorsTam et al(2001)point out that many production personnel rank safety in a lower priorities when compare with meeting the production schedule,quota and cost targets. Besides,Nichols and Stevens(1999)mention the failure of many superiors to listen.As a result,safety issue does not receive enough attention.ix.Provision of Continuous TrainingEnrichment of safety knowledge is essential.Teo et al(2005)carry out a study to find out the methods in fostering workers’safe work behaviours.They find that training is an important way to enable workers to work safely,because they are equipped with the knowledge of how to work safely.x.Workers’AttitudeWorkers’incorrect attitude towards site safety is a big difficulty in making safety sites. In Chan et al’s(1999)research,it is found that workers do not think they have the duty to comply with safety regulations for the main contractors.They will be more aware to safety issues after serious accident but they will resume their own way of practice shortly after that. Hinze(2002)and Vredenburgh(2002)state that site safety could only be improved if workers change their behaviours towards site safety.Teo et al(2005)also agree that negligence in safety and lack of awarenessto ensure lingering dangers on site would increase the chances of workers getting injured.5.Accident Costs and Safety CostsThe construction industry in China,especially for building projects,has a very poor safety record.According to Hinze and Raboud(1988),it is a common perception that “safety”is unproductive and not vital to the success of a project as contractors may not be appreciated by just keeping good safety on sites.However,it should be noted that accidents do not just lead to injury and loss of lives,a huge amount of accident costs is induced as well.Accordingly,safety investment in construction projects could better the safety performance and avoid the huge amount of accident costs.Ridiculously,most contractors are not willing to invest their money,time and effort to operate and to maintain effective safety programmers. They are not fully aware of the costs of an accident.Over the years,there have been many studies of the cost of accidents and it is found that, accident costs could be huge.Rowlinson(1997)identifies that cost of an accident is not only constituted of hospitalization and compensation costs of the individual involved in the accident.De Saram and Tang(2005)admit that construction accidents may result in numerous damages and losses.By understanding all the costs incurred by construction accidents,contractors might be surprised,and thus realize the importance of site safety investment.6.Safety Management SystemSafety management systems are not new to us.Many have been written on it.Site safet is regarded as an integral part of the project objective and safety attitudes a part of the project culture in order to pursue site safety effectively.Management at head office and on-site must be seen to care.Only then,an effective and committed safety officer will be appointed and given sufficient call on time and resources to achieve site safety.According to the Labour Department,below are the objectives of setting up a safety management system:a.to prevent improper behaviour that may lead to accidents;b.to ensure that problems are detected and reported;andc.to ensure that accidents are reported and handled properly.Besides,a safety management system enables flexibility of developing safety policies and measures most suitable to the particular circumstances of individual companies.The inputs from employer and employees make the safety management processes more readily be modified to keep pace with changing circumstances.An effective safety management system can be used to manage and control both existing and potential hazards and its effectiveness can be maximized when an organization is able to combine occupational safety and health issues into its business strategy.In this paper,statistics of construction safety,common accident types,factors affectingsafety performance and legislations related to construction safety have been reviewed. Statistics shows the unacceptable construction safety performance in the past.Therefore,the government introduced safety management system to the industry,hoping to establish a self-regulating atmosphere.Besides,government keeps introducing new legislation,for example the Construction Workers Registration Ordinance,and amending existing legislations to cope with the industry. Though the accident rate becomes stagnant in recent years,the fact shows the government’s determination in improving the industry to an accident-free one.附录B关于建筑行业安全施工的分析资料来源:香港大学学者中心多年来,许多研究人员都对建筑业的安全施工做出过深入研究。

建筑施工中英文对照外文翻译文献

建筑施工中英文对照外文翻译文献

建筑施工中英文对照外文翻译文献建筑施工中英文对照外文翻译文献(文档含英文原文和中文翻译)外文:Building construction concrete crack ofprevention and processingAbstractThe crack problem of concrete is a widespread existence but again difficult in solve of engineering actual problem, this text carried on a study analysis to a little bit familiar crack problem in the concrete engineering, and aim at concrete the circumstance put forward some prevention, processing measure.Keyword:Concrete crack prevention processingForewordConcrete's ising 1 kind is anticipate by the freestone bone, cement, water and other mixture but formation of the in addition material of quality brittleness not and all material.Because the concrete construction transform with oneself, control etc. a series problem, harden model of in the concrete existence numerous tiny hole, spirit cave and tiny crack, is exactly because these beginning start blemish of existence just make the concrete present one some not and all the characteristic of quality.The tiny crack is a kind of harmless crack and accept concrete heavy, defend Shen and a little bit other use function not a creation to endanger.But after the concrete be subjected to lotus carry, difference in temperature etc. function, tiny crack would continuously of expand with connect, end formation we can see without the aid of instruments of macro view the crack be also the crack that the concrete often say in the engineering.Concrete building and Gou piece usually all take sewer to make of, because of crack of existence and development usually make inner part of reinforcing bar etc. material creation decay, lower reinforced concrete material of loading ability, durable and anti- Shen ability, influence building of external appearance, service life, severity will threat arrive people's life and property safety.A lot of all of crash of engineerings is because of the unsteady development of the crack with the result that.Modern age scienceresearch with a great deal of of the concrete engineering practice certificate, in the concrete engineering crack problem is ineluctable, also acceptable in certainly of the scope just need to adopt valid of measure will it endanger degree control at certain of scope inside.The reinforced concrete norm is also explicit provision:Some structure at place of dissimilarity under the condition allow existence certain the crack of width.But at under construction should as far as possible adopt a valid measure control crack creation, make the structure don't appear crack possibly or as far as possible decrease crack of amount and width, particularly want to as far as possible avoid harmful crack of emergence, insure engineering quality thus.Concrete crack creation of the reason be a lot of and have already transformed to cause of crack:Such as temperature variety, constringency, inflation, the asymmetry sink to sink etc. reason cause of crack;Have outside carry the crack that the function cause;Protected environment not appropriate the crack etc. caused with chemical effect.Want differentiation to treat in the actual engineering, work°out a problem according to the actual circumstance.In the concrete engineering the familiar crack and the prevention1.Stem Suo crack and preventionStem the Suo crack much appear after the concrete protect be over of a period of time or concrete sprinkle to build to complete behind of around a week.In the cement syrup humidity of evaporate would creation stem Suo, and this kind of constringency is can't negative.Stem Suo crack of the creation be main is because of concrete inside outside humidity evaporate degree dissimilarity but cause to transform dissimilarity of result:The concrete is subjected to exterior condition of influence, surface humidity loss lead quick, transform bigger, inner part degree of humidity variety smaller transform smaller, bigger surface stem the Suo transform to be subjected to concrete inner part control, creation more big pull should dint but creation crack.The relative humidity is more low, cement syrup body stem Suo more big, stem the Suo crack be more easy creation.Stem the Suo crack is much surface parallel lines form or the net shallow thin crack, width many between 0.05-0.2 mm, the flat surface part much see in the big physical volume concrete and follow it more in thinner beam plank short todistribute.Stem Suo crack usually the anti- Shen of influence concrete, cause the durable of the rust eclipse influence concrete of reinforcing bar, under the function of the water pressure dint would creation the water power split crack influence concrete of loading dint etc..Concrete stem the Suo be main with water ash of the concrete ratio, the dosage of the composition, cement of cement, gather to anticipate of the dosage of the property and dosage, in addition etc. relevant.Main prevention measure:While being to choose to use the constringency quantity smaller cement, general low hot water mire and powder ash from stove cement in the adoption, lower the dosage of cement.Two is a concrete of stem the Suo be subjected to water ash ratio of influence more big, water ash ratio more big, stem Suo more big, so in the concrete match the ratio the design should as far as possible control good water ash ratio of choose to use, the Chan add in the meantime accommodation of reduce water.Three is strict control concrete mix blend with under construction of match ratio, use of concrete water quantity absolute can't big in match ratio design give settle of use water quantity.Four is the earlier period which strengthen concrete to protect, and appropriate extension protect of concrete time.Winter construction want to be appropriate extension concrete heat preservation to overlay time, and Tu2 Shua protect to protect.Five is a constitution the accommodation is in the concrete structure of the constringency sew.2.The Su constringency crack and preventionSu constringency is the concrete is before condense, surface because of lose water quicker but creation of constringency.The Su constringency crack is general at dry heat or strong wind the weather appear, crack's much presenting in the center breadth, both ends be in the centerthin and the length be different, with each other not coherent appearance.Shorter crack general long 20-30 cm, the longer crack can reach to a 2-3 m, breadth 1-5 mm.It creation of main reason is:The concrete is eventually almost having no strength or strength before the Ning very small, perhaps concrete just eventually Ning but strength very hour, be subjected to heat or compare strong wind dint of influence, the concrete surface lose water to lead quick, result in in the capillary creation bigger negative press but make a concrete physical volume sharplyconstringency, but at this time the strength of concrete again can't resist its constringency, therefore creation cracked.The influence concrete Su constringency open the main factor of crack to have water ash ratio, concrete of condense time, environment temperature, wind velocity, relative humidity...etc..Main prevention measure:One is choose to use stem the Suo value smaller higher Huo sour salt of the earlier period strength or common the Huo sour brine mire.Two is strict the control water ash ratio, the Chan add to efficiently reduce water to increment the collapse of concrete fall a degree and with easy, decrease cement and water of dosage.Three is to sprinkle before building concrete, water basic level and template even to soak through.Four is in time to overlay the perhaps damp grass mat of the plastics thin film, hemp slice etc., keep concrete eventually before the Ning surface is moist, perhaps spray to protect etc. to carry on protect in the concrete surface.Five is in the heat and strong wind the weather to want to establish to hide sun and block breeze facilities, protect in time.3.Sink to sink crack and preventionThe creation which sink to sink crack is because of the structure foundation soil quality not and evenly, loose soft or return to fill soil dishonest or soak in water but result in the asymmetry sink to decline with the result that;Perhaps because of template just degree shortage, the template propped up to once be apart from big or prop up bottom loose move etc. to cause, especially at winter, the template prop up at jelly soil up, jelly the soil turn jelly empress creation asymmetry to sink to decline and cause concrete structure creation crack.This kind crack many is deep enter or pierce through sex crack, it alignment have something to do with sinking to sink a circumstance, general follow with ground perpendicular or present 30 °s-45 °Cape direction development, bigger sink to sink crack, usually have certain of wrong, crack width usually with sink to decline quantity direct proportion relation.Crack width under the influence of temperature variety smaller.The foundation after transform stability sink to sink crack also basic tend in stability.Main prevention measure:One is rightness loose soft soil, return to fill soil foundation a construction at the upper part structure front should carry on necessity ofHang solid with reinforce.Two is the strength that assurance template is enough and just degree, and prop up firm, and make the foundation be subjected to dint even.Three is keep concrete from sprinkle infusing the foundation in the process is soak by water.Four is time that template tore down to can't be too early, and want to notice to dismantle a mold order of sequence.Five is at jelly soil top take to establish template to notice to adopt certain of prevention measure.4.Temperature crack and preventionTemperature crack much the occurrence is in big surface or difference in temperature variety of the physical volume concrete compare the earth area of the concrete structure.Concrete after sprinkling to build, in the hardening the process, cement water turn a creation a great deal of of water turn hot, .(be the cement dosage is in the 350-550 kg/m 3, each sign square the rice concrete will release a calories of 17500-27500 kJ and make concrete internal thus the temperature rise to reach to 70 ℃or so even higher)Because the physical volume of concrete be more big, a great deal of of water turn hot accumulate at the concrete inner part but not easy send forth, cause inner part the temperature hoick, but the concrete surface spread hot more quick, so formation inside outside of bigger difference in temperature, the bigger difference in temperature result in inner part and exterior hot the degree of the bulge cold Suo dissimilarity, make concrete surface creation certain of pull should dint.When pull should dint exceed the anti- of concrete pull strength extreme limit, concrete surface meeting creation crack, this kind of crack much occurrence after the concrete under construction period.In the concrete of under construction be difference in temperature variety more big, perhaps is a concrete to be subjected to assault of cold wave etc., will cause concrete surface the temperature sharply descend, but creation constringency, surface constringency of the concrete be subjected to inner part concrete of control, creation very big of pull should dint but creation crack, this kind of crack usually just in more shallow scope of the concrete surface creation.The alignment of the temperature crack usually none settle regulation, big area structure the crack often maneuver interleave;The size bigger structure of the beam plank length, the crack run parallel with short side more;Thorough with pierce throughsex of temperature crack general and short side direction parallelism or close parallelism, crack along long side cent the segment appear, in the center more airtight.Crack width the size be different, be subjected to temperature variety influence more obvious, winter compare breadth, summer more narrow.The concrete temperature crack that the heat inflation cause is usually in the center the thick both ends be thin, but cold Suo crack of thick thin variety not too obvious.The emergence of the this kind crack will cause the rust eclipse of reinforcing bar, the carbonization of concrete, the anti- jelly which lower concrete melt, anti- tired and anti- Shen ability etc..Main prevention measure:One is as far as possible choose to use low hot or medium hot water mire, like mineral residue cement, powder ash from stove cement...etc..Two is a decrease cement dosage, cement dosage as far as possible the control is in the 450 kg/m 3 following.Three is to lower water ash ratio, water ash of the general concrete ratio control below 0.6.Four is improvement the bone anticipate class to go together with, the Chan add powder ash from stove or efficiently reduce water etc. to come to reduce cement dosage and lower water to turn hot.Five is an improvement concrete of mix blend to process a craft, lower sprinkle of concrete to build temperature.Six is the in addition that the Chan add a have of fixed amount to reduce water and increase Su, slow Ning etc. function in the concrete, improvement the concrete mix to match a thing of mobility, protect water, lower water to turn hot, postpone hot Feng of emergence time.Seven is the heat season sprinkle to build can the adoption take to establish to hide sun plank etc. assistance measure control concrete of Wen Sheng, lower to sprinkle temperature of build the concrete.Eight is the temperature of big physical volume concrete should the dint relate to structure size, concrete structure size more big, temperature should dint more big, so want reasonable arrangement construction work preface, layering, cent the piece sprinkle to build, for the convenience of in spread hot, let up control.Nine is at great inner part constitution of the physical volume concrete cool off piping, cold water perhaps cold air cool off, let up concrete of inside outside difference in temperature.Ten is the supervision which strengthen concrete temperature, adopt to cool off in time, protection measure.11 is to reserve temperature constringency to sew.12 is to let up to control, sprinkle proper before building concrete in the Ji rockand old concrete top build a 5 mm or so sand mat a layer or usage asphalt etc. material Tu2 Shua.13 is to strengthen concrete to protect, the concrete after sprinkle build use moist grass Lian in time, hemp slice's etc. overlay, and attention sprinkle water to protect, appropriate extension protect time, assurance the concrete surface be slow-moving cool off.At the cold season, concrete surface should constitution heat preservation measure, in order to prevent cold wave assault.14 is the allocation be a little amount in the concrete of reinforcing bar perhaps add fiber material concrete of temperature crack control at certain of scope inside.5.Crack and prevention that the chemical reaction causeAlkali bone's anticipating the crack that reaction crack and reinforcing bar rust eclipse cause is the most familiar in the reinforced concrete structure of because of chemical reaction but cause of crack.The concrete blend a future reunion creation some alkalescence ion, these ion with some activity the bone anticipate creation chemical reaction and absorb surroundings environment in of water but the physical volume enlarge, make concrete crisp loose, inflation open crack.In this kind of crack general emergence concrete structure usage period, once appear very difficult remediable, so should at under construction adopt valid the measure carry on prevention.Main of prevention measure:While being to choose to anticipate with the alkali activity small freestone bone.Two is the in addition which choose to use low lye mire with low alkali or have no alkali.Three is the Chan which choose to use accommodation with anticipate to repress an alkali bone to anticipate reaction.Because the concrete sprinkle to build, flap Dao bad perhaps is a reinforcing bar protection layer thinner, the harmful material get into concrete to make reinforcing bar creation rust eclipse, the reinforcing bar physical volume of the rust eclipse inflation, cause concrete bulge crack, the crack of this kind type much is a crack lengthways, follow the position of reinforcing bar ually of prevent measure from have:One is assurance reinforcing bar protection the thickness of the layer.Two is a concrete class to go together with to want good.Three is a concrete to sprinkle to note and flap Dao airtight solid.Four is a reinforcing bar surface layer Tu2 Shua antisepsiscoating.Crack processingThe emergence of the crack not only would influence structure of whole with just degree, return will cause the rust eclipse of reinforcing bar, acceleration concrete of carbonization, lower durable and anti- of concrete tired, anti- Shen ability.Therefore according to the property of crack and concrete circumstance we want differentiation to treat, in time processing, with assurance building of safety usage.The repair measure of the concrete crack is main to have the following some method:Surface repair method, infuse syrup, the Qian sew method, the structure reinforce a method, concrete displacement method, electricity chemistry protection method and imitate to living from heal method.Surface repair the method be a kind of simple, familiar of repair method, it main be applicable to stability and to structure loading the ability don't have the surface crack of influence and deep enter crack of processing.The processing measure that is usually is a surface in crack daubery cement syrup, the wreath oxygen gum mire or at concrete surface Tu2 Shua paint, asphalt etc. antisepsis material, at protection of in the meantime for keeping concrete from continue under the influence of various function to open crack, usually can adoption the surface in crack glue to stick glass fiber cloth etc. measure.1, infuse syrup, the Qian sew methodInfuse a syrup method main the concrete crack been applicable to have influence or have already defend Shen request to the structure whole of repair, it is make use of pressure equipments gum knot the material press into the crack of concrete, gum knot the material harden behind and concrete formation one be whole, thus reinforce of purpose.The in common use gum knot material has the cement the syrup, epoxy, A Ji C Xi sour ester and gather ammonia ester to equalize to learn material.The Qian sew a method is that the crack be a kind of most in common use method in, it usually is follow the crack dig slot, the Qian fill Su in the slot or rigid water material with attain closing crack of purpose.The in common use Su material has PVC gum mire,plastics ointment, the D Ji rubber etc.;In common use rigid water material is the polymer cement sand syrup.2, the structure reinforce a methodWhen the crack influence arrive concrete structure of function, will consideration adopt to reinforce a method to carry on processing to the concrete structure.The structure reinforce medium in common use main have the following a few method:The piece of enlargement concrete structure in every aspect accumulate, outside the Cape department of the Gou piece pack type steel, adoption prepare should the dint method reinforce, glue to stick steel plate to reinforce, increase to establish fulcrum to reinforce and jet the concrete compensation reinforce.3, concrete displacement methodConcrete displacement method is processing severity damage concrete of a kind of valid method, this method be first will damage of the concrete pick and get rid of, then again displacement go into new of concrete or other material.The in common use displacement material have:Common concrete or the cement sand syrup, polymer or change sex polymer concrete or sand syrup.4, the electricity chemistry protection methodThe electricity chemistry antisepsis is to make use of infliction electric field in lie the quality of electricity chemical effect, change concrete or reinforced concrete the environment appearance of the place, the bluntness turn reinforcing bar to attain the purpose of antisepsis.Cathode protection method, chlorine salt's withdrawing a method, alkalescence to recover a method is a chemistry protection method in three kinds of in common use but valid method.The advantage of this kind of method is a protection method under the influence of environment factor smaller, apply reinforcing bar, concrete of long-term antisepsis, since can used for crack structure already can also used for new set up structure.5, imitate to living from legal moreImitate to living from heal the method be a kind of new crack treatment, its mimicry living creature organization secrete a certain material towards suffering wound part auto, but make the wound part heal of function, join some and special composition(suchas contain to glue knot of the liquid Xin fiber or capsule) in the concrete of the tradition the composition, at concrete inner part formation the intelligence type imitate to living from heal nerve network system, be the concrete appear crack secrete a parts of liquid Xin fiber can make the crack re- heal.ConclusionThe crack is widespread in the concrete structure existence of a kind of phenomenon, it of emergence not only will lower the anti- Shen of building ability, influence building of usage function, and will cause the rust eclipse of reinforcing bar, the carbonization of concrete, lower the durable of material, influence building of loading ability, so want to carry on to the concrete crack earnest research, differentiation treat, adoption reasonable of the method carry on processing, and at under construction adopt various valid of prevention measure to prevention crack of emergence and development, assurance building and Gou piece safety, stability work.From《CANADIAN JOURNAL OF CIVIL ENGINEERING》译文:建筑施工混凝土裂缝的预防与处理混凝土的裂缝问题是一个普遍存在而又难于解决的工程实际问题,本文对混凝土工程中常见的一些裂缝问题进行了探讨分析,并针对具体情况提出了一些预防、处理措施。

建筑安全设计中英文对照外文翻译文献

建筑安全设计中英文对照外文翻译文献

中英文对照外文翻译文献(文档含英文原文和中文翻译)Terrorist Attack Prevention through Environmental Design: Four Levels of the Adaptive Security Design for the Overseas Diplomatic PremisesAbstract: From the end of the 20th century, terrorism has become the most general threat which almost every country’s overseas diplomatic premises have encountered. The attacks aimed at Chinese embassies and consulates have been more frequently in the past few years. Most of them are featured by negative social influence, low for see ability, low cost and high elusiveness, etc. The essential tasks of the diplomatic architecture, including safeguarding assets and shaping positive national images, constitute a series of contradictions in the design process; and the building forms need to be simultaneously looking friendly and safe enough. Based on the conclusion of forms and characters of the terrorist attacks, this paper attempts to approach the adaptive security solutions for theoverseas diplomatic premises in four levels: the psychology level, the vision level, the behavior level, and the post attack level.Key Words: Environmental Design, Overseas Diplomatic Premises, Security, Adaptive, Terrorist Attack1From Simple to Comprehensive: The Transition of the Security DesignIn past 10 years, the traditional security threat derived from the cold war gradually gives way to high-frequency terrorist attacks. Compared with the professional safeguard methods in the cold war, such as infiltration and intelligence work, the features of the terrorist attack, such as high elusiveness, change full targets, low-cost training, low for see ability, blurred clues, big civilian casualties and negative social influence, make the relevant security design be much more difficult. (Table 1) The range of the security design thus has been extended from the principal area to the whole site and even the neighborhoods. The definition of the security design in diplomatic premises projects has been changed from the additional task to a more integrated part of the whole design process. (Figure 1)Figure1: The Principal Ranges of the Security Design under Traditional Threats and Terrorist Attacks (Source:Author)Table1: The Comparison between Traditional Threats and Terrorist Attacks (Source:Author)Traditional Threats Terrorist Attacks Years from WWⅡ to the end of the 20th century from the end of the 20th century to nowThe Origin of the threat the cold war and different political camps extreme organizationsThe Purples of the threat intelligence stealing extremely religious, political, ideological purplesThe Targets of the Attack important sections, core properties, important all properties, staffs, neighborhoods staffs and visitorsThe Means of the Attack surveillance, wiretap, infiltrate, shooting, etc. car bomb, suicide bomb, homemade weapons,throwing stones, shooting, trespassing, etc.The Principal Areas of theaccess control system of the boundary and the the entire site including adjacent streets andprincipal areas neighborhoodsSecurity DesignThe Influence on the limited influence on the architecture form profound influence on the architecture formArchitecture FormNote: The violence caused by demonstrations, which is not listed in the table, is a traditional threat for overseas diplomatic premises; and it is much more foreseeable compared with the other attacks. With the protection of Vienna Convention on Diplomatic Relations, Vienna Conventionson Consular Relations, and the precautionary measures from the local government, the potential threat of the demonstration activities can be under control.2 Security and Image: The Complexity and Contradictions of the Overseas Diplomatic PremisesThe special identity defines the evident difference between the overseas diplomatic premises and the other building types. The security design of those overseas properties thus is featured by complexity and contradiction, which are more strengthened under the background of the growth of world-wide spread terrorism. Overseas diplomatic facilities are supposed to have friendly images and higher security standard. Those two tasks ask the architect to combine two series of incompatible architectural languages. (Figure 2)Figure2: The Different Images Derived from Image Oriented and Security Oriented Approaches(Source: Author)On the one hand, oversea s diplomatic premises are the most efficient equipment of promoting a country’s national image. Compared with the normal mass Medias, architecture is an intuitive, face to face, tangible interface to deliver the local people an open, friendly, and gentle image of the country, which is quite important for the diplomatic work. During the past several decades, many architects have attempted to deliver the positive national image by different architectural languages. For example, in some cases, modernism means openness; formalism means commemorative; and post-modernism means the historical and cultural friendly design.On the other hand, located in the host country, the site of the diplomatic architecture has special political meanings. The Vienna Convention on Diplomatic Relations declares to protect all properties of the guest country (buildings, facilities, and staffs, etc) from being visited without authorization. The boundary of the site thus becomes a special icon. Under the shadow of the terrorism, security design is playing a significant role in new projects; and in some controversial projects, the importance of the friendly image completely gives way to the strict security measures.Giving up the effort of delivering positive images, and transforming the site to be a modern castle are known as old-fashion solutions; and it will finally lost the meaning of diplomatic in the most fundamental level. Today, all the properties need to be dignified, elegant, decent, and safe. In the new era, an important question for the overseas diplomatic premises is how to an effective technology to approach the balance between good image and strict security standard.3The Adaptive Strategies: Four Levels of the Security DesignBased on the characters of terrorist attacks and the complexity and contradiction of the overseas diplomatic premises, this paper develops a series of adaptive design strategies, which attempt to satisfy the requirements of both image and security through effective environmental and architectural design approaches. All the cases and architectural languages introduced in this paper do not only lead to the security purples, and they also manifest the evident aesthetic quality. These strategies aim at helping the architect to find the adaptive building forms, which have the capacity to be interpreted in multiple ways, to hide the security measures behind a friendly image in four levels: psychological control, visual control, behavior control, and loss control. The four levels, which reflect the architectural interventions on boundary, building envelope, outdoor space, and connections, constitute an integrated and flexible security system. (Figure 3)Figure 3: The Four Levels of the Adaptive Security Design of the Overseas Diplomatic Premises(Source: Author)3.1 Psychological Control: DeterrenceIn speaking of the design of psychological control in overseas diplomatic premises, the principal task is to deter the terrorist from planning and implementing the attack. The solutions mainly focus on different forms of the boundary, such as wall and fencing system with functions of visual limitation, boundary landscape, well-marked access control system, high intensity illumination system, and entrance guard rooms, etc., to exert sufficientpsychological pressure on the terrorists to lower the effectiveness of their actions. Meanwhile, suitable measures can also enhance the sense of safety in the neighborhoods. An evident case is the German Embassy in Austria (Vienna). Theboundary is constituted by a metal fencing system with the curved form onthe top to prevent climbing. With shrubs and trees in the inner-side of thefence, the fencing system not only maintains a transparent and greeninterface, but also keeps a good view for the staffs in the site to monitorthe adjacent streets. (Figure 4)(Figure 5)Another case is the British Embassy, which is the neighbor of theGerman Embassy. As a historical building, the façade is the first physicalboundary of the project, which is directly facing the streets without anybuffer space. As a secondary boundary system, a series of reinforceconcrete blocks and flowerpots is introduced in the middle of the streets.The mechanical car stop system is also placed for traffic control. Theguard room is located just beside the concrete blocks, and its form isobvious enough to be easily noticed from the street; and thanks to theunidirectional glass, people outside cannot observe the activities inside theguard rooms. All these elements constitute a flexible buffer area for theembassy building; and this solution is going to exert big pressure on thepotential criminals. By extending the range of the embassy to the publicurban space, the original façade of the building is well preserved to show acomplete historical context, and the positive cultural attitude. (Figure 6)(Figure 7)Hence, psychological control manifests the following characters: 1) Introduce reinforced transparent fencing system to keep the good horizon from the inside to the outside 2) Introduce the independent and moveable car stop system to keep thedecent building façade3) Access control system integrated with the landscape elements 4) High identity and well defined boundary forms 5) High intensity illumination system at the entrance areaFigure 4: the fencing system of theGerman Embassy in AustriaFigure 5: the entrance and guard room of the German Embassy in Figure 6: the vehicles and visitors control system outside the BritishFigure 7: the concrete flower bed in frontof the British Embassy3.2Visual Control: ObscuringVisual control aims at obscuring and disturbing the visual judgment of the criminals via effective architectural operations. Through the special language of the building envelope, the building acquires the quality that prevents people outside from grasping the information inside, such as function distribution, structure form, and the location of the important sections, through reading the facade. Solutions based on this strategy not only provide the staffs the good view to monitor the site and the neighbors, but also reduce the accuracy of the terrorists’ observation.The architecture of the Chinese Embassy in the United States (Washington DC) is characterized by three octagonal forms, the main public space which is not the essential property of the embassy. In fact, the essential functions are integrated into an extremely low-profile form, which constitutes the background of the three halls. The unified and arrayed windows reflect no relation with the division of the office section; and there is even no window on the façade directly facing the street in a very short distance. Through this solution, the essential function has much lower identity than the subordination part, which normally gathers less staffs and properties; and it would make the unprofessional criminals waste more time for choosing the target. (Figure 8) (Figure 9)The Dutch Embassy in Germany (Berlin) represents another approach. The essential functions of the embassy are entirely integrated into a huge cube, which acquires strong identity in the circumstance. A transparent and continuous gallery, which cut into the building envelope from the ground to the top, plays the role of both vertical connection and ventilation tunnel. Without any exceptions, the entire façade of the office rooms is constituted by the translucent curtain wall to keep privacy. Meanwhile, the transparent curve spiral element on the façade changes the traditional idea of floors, and prevents the criminals from conjecturing the inner functions. It also delivers the specific ideology of the Dutch culture, such as transparent, openness, humorous, and friendly to the modern art, etc. (Figure 10) (Figure 11)Visual control has the following characters:1)Independent building envelope which has little relations with the inner functions2)Reduce the identity of the important part of the structure3)Simplify the function of the higher identity part, while reduce the identity of the essential functions4)Introduce the sunshade components, icons, and decorations toconstitute multiple defenses.Figure 8: The entrance of the Chinese Embassy in the US (Source: Author)Figure 9: The walls of the Chinese Embassy, which is directly facing the street (Source: Author)Figure 10:The Dutch Embassy in Berlin (Source: Chang Qi)Figure 11: The spatial concept ofthe Dutch Embassy3.3 Behavior Control: RestrictingThe main task of behavior control is to arrange the authority, path, and behavioral pattern of visitors. The solution is mainly focused on the outdoor space between the building envelope and the boundary of the site, and aims at controlling the speed and route of visitors, and strictly defining the accessibility of different zones. The road system and landscape elements are not only the positive elements for diplomatic events, but also the equipment of reducing attack effect, confusing criminals, and increas ing the cost of the terrorists’ action.The British Embassy in Germany (Berlin) is an intervention in the historical quarter, and the volume directly touches the adjacent buildings and street without any space in between. A series of well organized courtyards constitutes the basic spatial structure, which implies a hierarchical access control system. In this system, there are three principal courtyards with different forms, functions and authorities. The first courtyard which connects the street in front of the main entrance with an entrance check system is designed for cars and visitors to have a short stay. The second court yard, a cuneiform auditorium space, connects the first courtyard with a guard room as the second check point, and leads the visitors to the third courtyard with broad steps. The third courtyard, a winter garden with a beautiful glass roof, connects the reception and meeting rooms, and also plays the role of the entrance hall to the office zone. This courtyard system shapes a linear exhibition space with different themes and art atmosphere in each part, and provides the platform for foreign affairs activities. This project as a typical example realizes an extremely long visiting path in the very limited site, and acquires sufficient defense in depth to observe and control the visitors. (Figure 12) (Figure 13)The winning solution of the new American Embassy project in UK (London) abandons the traditional boundary system, and creates a balance between landscape and security. The building aims atimplyinga special friendliness between American and British cultures with an open landscape system. Compared with traditional solutions, the project witnesses a higher security standard. The landscape elements are endowed with cultural functions, while they are also the designed to control the activities of staffs and visitors. For example, the water pool in front of the building creates an elegant environment, and also prevents visitors and vehicles from getting close to the façade. The similar design is also introduced in the American Embassy in Beijing. On the other side of the building is a huge grass slope, which Figure 12: The three courtyards of the British Embassy extends from the top of the podium to the ground floor of the main building with a continuous angular surface. This design integrates the cubic form of the main building into an artificial terrain, and creates the gentler atmosphere, which is always needed in the diplomatic activities. The structure of the grassy slope, which not only defines the boundary of the site, but also offers the ideal height for observing the neighborhoods, can be transformed into a defensive position, if necessary. It is important to understand that the security measurements in newly constructed projects gradually give up the idea of fortress, and a series of sophisticateddesign techniques, which integrates the security consideration into the landscape, opens up a new horizon for the overseas diplomatic premises. (Figure 14) (Figure 15)Behavior control has the following characters:1) Introduce the curved roads paralleled with the façade of the building to reduce the vehicle speed and avoid the path directly to the building2) Use strict zoning to control the authority of different sections, and public space sequence to prolong the route of visitors3) Integrated landscape system which has the function of controlling the behavior pattern of vehicles and visitors4) Eliminate the unnecessary obstructions to keep good horizon from the building to the circumstance3.4 Loss Control: Chain-effect Damage PreventionThe essential purpose of damage control is to eliminate the possibility of the second damage and chain-effect collapse after the attack. Through the targeted design of the building forms, the loss in the terrorist attacks thus can be partly reduced, and the staffs may have more time to wait for the rescue. The relevant solutions mainly focus on the connections between single buildings. For the layout of he embassy/consulate projects, it is better to decentralize important properties into detached parts, which can work as a whole when they are linked with connective volumes. If the attacks happen in one part, the decentralized layout of important functions can keep the other parts still working. Sometimes, the cluster of small and decentralized volumes can also have a friendlier image.The context of the Chinese Embassy in Netherlands (Haag) is shaped by a series of small detached houses. The main building of the embassy is split into two volumes, which are connected by an entrance hall, a sunken garden, and a fly corridor on the fourth floor. All the connective volumes are covered by transparent glass, which is always a right and popular material to show openness. In fact, it is wise to choose the connective part to be the open space, because these parts normally have less staffs and properties concentrated.Compared with the glass volumes, the two principal volumes covered by red bricks keep the morphological continuity with the context. The connective volumes in between can be seen as expendable structures to reduce the possibility of chain-effect collapse when a huge damage happens in one side of the building. (Figure 16) (Figure 17)The American Embassy in China (Beijing) applies the similar solution. The consulate section, office section, and apartments are all designed to be detached volumes with connections between each other. Compared with the other parts, the consulate section and the apartment building with completely curtain walls create stronger identity, and become the dominant volumes that shape the image of openness. Meanwhile, those two parts also protect the essential functions hiding in a series ofhorizontal extending volumes with hard and strong envelopes. Thanks to the decentralized layout, it is quite difficult to make a catastrophic damage to the embassy through a normal terrorist attack. (Figure 18) (Figure 19)Loss control is characterized by the following factors:1) Decentralized volumes2) Connect independent volumes with secondary structures3) Take the lower-risk functions as the expendable structure to avoid the chain-effect collapse.4) Separate and hide the essential functions into multiple parts4 Conclusions: The Integration of Security and CultureThrough the discussion, it is important to understand the world-wide new challenges that the overseas diplomatic premises encounter calls for a series of new design approaches. Traditionally, diplomatic buildings are inclined to show friendly and open postures in close-relationship countries, and choose conservative forms in bad-relationship countries. However, with the development of globalization, the relationship between each two countries is simultaneously shaped by cooperation and challenges. The evident hostile camps have already been disappeared, and terrorism becomes the most intractable threat of the overseas diplomatic premises for almost all countries. The solutions which completely show openness or closeness are old-fashion stories, and it cannot satisfy the identity of today’s diplomatic buildings. In new projects, architects are asked to find more sophisticated and effective solutions to balance the contradiction between positive image and strict security standard. Based on this background, this paper attempts to develop a discussion for this topic in for respects. (Table 2)The effort of discovering the unique forms to approach safe and beautiful would become a significant source, in which the creative idea of the diplomatic architecture springs.References[1] Alessi, Alberto. Building Identity?. World Architecture, 2006(8): 17-20[2] Tong, Cui, Balance Reconstruction: Embassy as an Architectural Type. World Architecture, 2006(8): 100-103[3] Tian, Zhimin. Zhang, Xiangbai. Du, Xiuli. Conceptual Design of Important Buildings to Mitigate Terrorist Explosion Attacks,China Civil Engineering Journal, 2007, 40(1), 34-41[4] Zhang, Lan. The Embassy and Diplomatic Officers, World Knowledge Press, 1998通过环境设计预防恐怖袭击:四层外交建筑自适应安全设计的海外外交的前提文摘:从20世纪的结束,恐怖主义已成为最通用的威胁,几乎每个国家的海外外交场所遇到。

建筑工地安全管理外文文献翻译

建筑工地安全管理外文文献翻译

文献信息:文献标题:Factors influencing the implementation of a safety management system for construction sites(影响建筑工地安全管理制度实施的因素)国外作者:Zubaidah Ismail,Samad Doostdar,Zakaria Harun文献出处:《Safety Science》, 2012, 50(3):418-423字数统计:英文3730单词,21558字符;中文6480汉字外文文献:Factors influencing the implementation of a safetymanagement system for construction sites Abstract The objective of the study was to determine the influential safety factors that governed the success of a safety management system for construction sites. The number of incidences among construction workers and the level of awareness on matters concerning safety were also determined. The study involved a selfadministered three-part questionnaire among the workers and interviews with industry experts involved in brick-laying, concreting and in related assorted trades. Part A of the questionnaire concerned personal particulars, Part B involved training and experience and Part C was based on 28 industry-accepted safety factor elements. The construction sites ranged from high rise buildings, landed houses and infrastructure renovation. The sample size was 275. From the survey it was found that the most influential safety factor was personal awareness followed closely by communication. Suggestions and recommendations on equipment design and improved work practices and procedures to improve the efficiency and productivity of construction workers were proposed. Management was urged to get their workers better informed about safety matters.Key words Construction site;Influencing safety factor;Safety awareness;Safety management system;Self-administered survey1.Introduction and scopeConstruction is a complex activity where various stake-holders are present working under constant challenge by demands of the job. Each job will have several of its safety and risk factors, requiring quality and safety management systems to be established as indicated by Mehta and Agnew (2010). Several risk factors including organizational structure, communication, clear instructions, safety culture, codes and standards, training, leadership and responsibility have been suggested to have influence on the general safety at the workplace. The objective of this study is to determine the most influential factor contributing to the success of a safety management system as perceived by the workers. This may assist management in optimizing the utilization of available resources.A well-designed safety management system (SMS) can contribute to the successful implementation of a safety management system in the workplace. National SMS for construction sites have been designed and implemented in several countries based on the standard practices for that country. The actual numbers of factors used in the development of the SMS differ from one country to another depending on the special requirements of the domestic construction industry. There are several levels of classification of factors depending on the degree of detail desired. Table 1 gives the summary of first level safety levels adopted by various countries around the world (Tam and Fung, 1998; Kartam et al., 2000; Koskela, 2000; Wokutch and VanSandt, 2000; Fang et al., 2004; Ali et al., 2005; Teo and Ling, 2006; Aksorn and Hadikusumo, 2008). At the first level of factors most countries on average choose eight factors while Singapore uses four and Malaysia uses 12. The second level or the sub-factors are elements of the first level factors and again depending on the degree of detail, there could be 20 or 30 of these elements. More or less the elements especially at the second level cover the common areas of safety concerns. The sub-factors could further be divided into sub-sub-factors that cover the entire spectrum of safety factorsin the construction industry. The current study adopted a simplified version of the Malaysian standard practice which included the Resources Factor, the Management Factor, the Personal Factor, the HRM/Incentive Factor, and the Relationship Factor at the first level and a total of 28 sub-factors under these categories as the basis of the questionnaire to be developed for the study survey. The final form is guided by experts from the National Institute of Occupational Safety and Health (NIOSH) and the Construction Industries Development Board (CIDB).Table 1 Safety factors adopted by various countries1.1.Resources FactorResources Factor includes hardware and software. Safety equipment, personal protective equipment (PPE) and any special requirements of the industry have to be adequately developed and provided. First Aid equipment and training are also necessary. Hazardous processes and equipment must be provided with the necessary emergency shut-down (ESD) and fail-safe systems. Regulatory requirements of the industry have to be met. Emergency response planning and recovery, internal control, program evaluation, safety audits and safety process must be in place. Sørensen et al. (2007) pointed out that the size of the enterprise will influence the complicity of the system. It was found that small enterprises are more hazardous, and Kongtip et al. (2008) and Cheng et al. (2010) found that important factors influencing occupational accident in such enterprises included management skills, employers’values, and compliance with laws and regulations.1.2.Management FactorThe Management Factor includes leadership, vision, direction, statement of objectives, commitment, supervision, safety analysis, and prevention planning. Mearns and Reader (2008) studied the relationship between perceived organizational support and health support from supervisors and workmates, and ‘safety citizenship behavior’(SCB). The results indicated that high levels of support at both organizational and supervisor levels reflecting care and concern for the well-being of workers led to a reciprocal relationship in terms of increased SCB. Lu and Yang (2010)showed that safety leadership and safety behavior in container terminal operations were important factors for effective safety management. The results suggested that safety motivation and safety concern positively affected self-reported safety behavior. This should encompass procedure and policy, safety codes and standards, clear goals and resources, rules and regulations, and safety benchmarking including responsibility and supervision.1.3.Personal FactorThe Personal Factors include awareness, good communication, personal attitude, safety culture, positive groups, and personal competency. Work culture results from personal traditions, language, work attitudes and habits and company practices. Safety culture was used to describe the inadequacies of safety management but is now being applied to explain accidents (Mearns et al., 2003, 2006). Hopkins (2006) explained that to understand the influence of organizational cultures requires a strategy referred to as the perception survey and Guldenmund (2007) pointed out that questionnaires have not been particularly successful in exposing the core of an organizational safety culture. The questionnaires seem to expose only those attitudes that are shared throughout the whole of the organization. There are individual differences on attitudes on organizational safety as pointed out by Henning et al. (2009). Sónia et al. (2008) showed that the experience of work accidents is an important variable to be considered as a predictor of workers’perceptions and behavior.1.4.HRM/Incentive FactorHRM/Incentive Factor includes remuneration, promotion, campaigns, motivation, merit rating, PPE, welfare, work conditions, and safety rules (Flin et al., 2000). It also includes safety practice, training expert staff, teamwork and group meetings. General welfare of workers has been discussed (Murrell, 1965; Oborne et al., 1993; Bridger, 1995). Conducive working conditions contribute to safety (Raja Prasad and Reghunath, 2010). Programs had been developed to reduce physical work demands (Scott and Renz, 2006) and reduce worker injuries through improved use of equipment (Kirkeskov and Friche, 2006) with tailored education and training (Dempsey and Mathiassen, 2006). More studies need to be conducted for constructionsites (Hunter, 1992; European Construction Institute, 1995; Trethewy et al., 2000a,b; Goetsch, 2005; van der Molen et al., 2005). Effectiveness of management suport has been demonstrated by Mearns and Flin (2001), Gordon et al. (2001), and Hale et al. (2010). Reports of near misses are useful information to prevent accident. Near misses are more frequent than accidents. Cambraia et al. (2010) conducted a study on near misses and found that the main results were dramatic increases in both the number and quality of reports. Wu et al. (2010) developed a system to interrupt near misses which improves safety at construction sites. The effectiveness of introducing instructions on systems and procedures at the workplace needs to be gauged (Cooper et al., 1993). Effectiveness of an occupational health and safety management system (OHSMS) have not been conclusive Robson et al., 2007).1.5.Relationship FactorRelationship Factor includes globalization and interfaces with the stake-holders as well as internal personal relationships. Globalization has an impact on growth of mental work, expansion of the services sector, working hour changes, unemployment and industrial relations. Flexibility in coping with diversity, managing changes in competency demands, definition and meaning of work all have significant effects on the workers (Wilpert, 2008). Baram (2009) observed that the introduction of hazardous technological activities into less-developed nations poses risks to health, safety and natural resources, and most immediately endangers the workers involved. Koukoulaki (2010) pointed out that countries have been subject to tremendous changes in terms of flexibility of work and labor in response to macro trends like globalization and the resulting fierce market competition. Such changes in the world of work can give rise to new safety risks from work environment including new work organizational forms, new contractual relationships, new technologies and changes in the workforce. Manzey and Marold (2008) reported that in 1998 the average estimated number of fatal occupational accidents was 350,000 and there were 264 million non-fatal accidents. Within the organization it is important to have considerate and responsible employees who care about the safety of their co-workers (Burt et al., 1998, 2008). Related variables examined were co-worker knowledge, opener ability,team tenure, co-worker and supervisor support, group orientation and group cohesion. Explicit and implicit trust is an important influence on relationships (Burns et al., 2006).2.Materials and methodsThe projects involved a construction of a 39-storey apartment building in Section 8, Petaling Jaya, Selangor; a 12-storey office building, several dining outlets; a 13-storey and a 17-storey office towers also in Petaling Jaya. The group of workers comprised of brick-layers, concreting workers and assorted workers. The questionnaires were designed based on the elements of the safety factors. They were designed to be simple and brief. They were checked by experts from NIOSH for suitability and completeness. Suggestions of industry experts from CIDB on the language level, relevance and comprehensiveness of questions and the general approach of the survey were also incorporated. The materials for the study were records and reports and results of the questionnaires. Gillham (2005) suggested that a properly conducted interview was required in order to make meaningful suggestions for improvements on equipment or working methods. The questionnaire was constructed in three parts; Part A on personal particulars, Part B on training and work experience and Part C on issues consisting of the five clusters of factors and the 30 elements of the clusters as shown in Table 2. Further refinements to reduce errors and ambiguity were made after the questionnaires were tried on a sample of ten undergraduate volunteers. It was accepted that the main constraint to the conduct of the study was the time availability of the workers. Questionnaire forms were sent by post and potential respondents were initially given 2 weeks to respond. Verification interviews were then arranged and conducted during breaks and after shift periods. Part A and Part B are straightforward. For Part C respondents were requested to rate each of the 28 questions on the safety elements on the five-point Likert scale, varying from ‘‘not important’’(1) to ‘‘extremely important’’(5). The distribution of the Likert-point score from the respondents for each safety element was computed to determine the mode for each factor. The mode for each element was furtherstrengthened by examining the maximum, the minimum, the mean and standard deviation as the value for the strongest probable Lickert score value for the element. The most influential factor could then be determined by examining and comparing the overall scores for each factor. A similar analysis was conducted for the sub-factors of the most influential factor to determine the most influential sub-factor among them.Table 2 Elements of SMS3.Results and discussionThe total number of respondents was 275. Based on this sample size together with a confidence level of 95% the margin of error is 5.89%. Table 3 shows that the construction industry engages 92% male workers. Employers have the perception that male workers had better abilities and endurance than their female counter-parts (Mitra and Mukhopadhyay, 1989; Dale, 2006). The female workers were rare in the construction industry and whenever they were involved it was because they wanted to work with their spouses or relatives. Size and proportions of the body were measured since they vary greatly between population and racial groups and relate to the ability of the respondents to do the job. In this study, only height and weight were measured since they were considered sufficient to represent anthropometry data. The ethnic origin of the respondents was to confirm or otherwise similarities in physical aspects and to investigate other factors that might influence their work such as culture and lifestyle. The table also shows that 44% or the majority of the workers were around 31–40 years old. This result had relevance with how they acquire their knowledge and skills. The longer they work the more skillful they should become. The results showed that the majority of the workers were immigrants from Indonesia, Vietnam and Pakistan. According to the Safety Officer at one of the sites, construction employers prefer to hire immigrants because they were less picky, more hardworking and possessed higher endurance. They also accepted lower daily wages which did not attract too many local workers. Table 3 further shows that 64.5% of respondents was about 160–169 cm high and weighed about 60–69 kg representing 36%. Results for weight gave a normal distribution. This could be because all respondents originated from Asia and had similar lifestyle and culture. This could assist in designing proper equipment suitable for all users. Age represents the ability and efficiency of the workers to do their work. This applies to all industries but to construction, the ability of a worker was important. Registration with the CIDB would mean that the workers had undergone the CIDB Green Card program and that they had been trained about safety and health at construction sites. CIDB Green Card also classified the workers into a certain trade and the level of skills of the workers as general workers, semi-skilled and skilled workers. A Green Card Program also registered the workers in CIDB record which would include them in the statistics. Table 3 shows 69% of respondents were semi-skilled construction workers, 20% general workers and the remaining 11% were skilled workers.Table 3 Workers particularsWorking background determines the level of knowledge and skills and general experience of the respondents. Length of experience relates to skills and knowledge gained. The importance of experience was accepted as indicated by Chen et al. (2010). Some companies provided training while some do the minimum required. Medical leave was to indicate seriousness of injuries and the working hours was to determine the length of exposure to hazards. Parts of the body where the respondents had injuries or pain were determined. The factors of injuries were asked guided by thecommon top five causes of injuries. Respondents could give their own causes.The trade experience determined the level of skills and workmanship of the workers. Most of the respondents had experience in construction as was also reflected by their average age. However, the majority had only 1–10 years of the relevant trade experience as shown in Table 3. This might be due to a high job turnover rate. The majority of workers acquired their knowledge and skills through on-the-job training with 84%. Eleven percent of respondents had a formal education in construction work while 5% had their experience from sectors other than construction. About 95% of respondents agreed that the company had taken some efforts to take care of and train their workers. These include on-job training, toolbox meeting and also briefing on how to use the equipment or PPE. Companies certified with ISO 18001 took this matter seriously in ensuring their workers and workplace is safe. However, some companies did not provide their workers with the basic PPE such as hard hats, safety boots, and gloves as reflected by the 5% response as shown in Table 3.Medical leave or sick leave is an indicator to show the general health of employees. The results showed that 93% took around 0–5 day’s medical leave in a month while the remaining 7% took 5–10 times per month. This might not give the true picture meaning that workers were coming to work when they were not fully fit for work. Safety and productivity were therefore compromised. One of the unconfirmed causes for this was that workers, especially immigrant workers were not reporting sicknesses for fear of dismissal. When asked for details, it was understood that many of the workers did not take medical leave at all. Taking medical leave might give them a bad image and the employers might not hire or pay them. As for foreign workers; fear of failure, and dismissal, and the dread of having to go back to much worse conditions of living were the driving factors which force them even to suffer working while not fully physically fit. Figures from Table 3 could already be on the high side which would mean that the injury figures presently could be more serious than they were indicated. Ninety-three percent of workers spent about 5–10 h a day at work. The other 7% worked more than 10 h a day. The latter group was thesupervisors who were needed to monitor the work longer for shift change.Personal competency which is obtained from training constitutes an important aspect of Personal Factor. Personal attitude and work culture are also important sub-factors of the Personal cluster. Training factors have been studied by Saurin et al. (2008) by analyzing construction safety best practices from a cognitive systems engineering perspective. Saurin et al. (2005) also proposed a safety planning and control model from the human error perspective engineering. Safety management and work culture interventions improve safety as demonstrated by Johnson (2003), Teo et al. (2005) and Guidenmund (2007). Teo and Ling (2006) examined the case for Singapore, and Ali et al. (2005) conducted a study for the Malaysian case.Fig. 1. Determination of modes for factors and sub-factorsFig. 1a shows the modes for all the main factors indicating that Personal Factor had a mode of 5. Fig. 1b shows the modes of the sub-factors making up the Personal Factor and it was indicated that awareness has the overall highest scores. Table 4shows the statistics of the total Likert-point scores indicating the maximum, the minimum, the mean, the standard deviation, the coefficient of variation, the mode and the percentage of the mode score for the main factors as well as the sub-factors of the determined most influential factor. Examining the results as a whole it was observed that the most probable top priority factor was the Personal Factor with awareness as the most probable priority sub-factor. Other top influential sub-factors as perceived by the workers were good communication and positive groups. These findings were consistent with studies conducted by Aksorn and Hadikusumo (2008) who identified management support as the most influential factor from among sixteen critical success factors considered. Safety awareness and good communication were the results of strong management support. Globalization, safety rules and safety promotion factors were perceived to have the least impact on the success of a SMS system.Table 4 Statistics of Results4.Conclusions and recommendationsSuccess factors influencing safety program performance had been identified by some researchers to be management support. In this current study it was found that among the influencing cluster of factors determining the success of a safety management system the most influential was the Personal Factor; and among the sub-factors making up this cluster the prominent factor was safety awareness. Theyare all concerned with the need of management to get their employees more knowledgeable and informed about safety issues. Better design and application of equipment and personal protective equipment (PPE) could contribute to higher quality of work. Employers could also consider reducing manual work for future improvements in the safety and health of their employees. Awareness on the right use of equipment or tools and wearing the PPE correctly could reduce risks.中文译文:影响建筑工地安全管理制度实施的因素摘要这项研究的目的是确定对建筑工地安全管理制度的成功具有影响力的安全因素,以及建筑工人的发病率和安全意识的高低。

外文翻译 建筑施工 外文文献 英文文献 文献翻译

外文翻译 建筑施工 外文文献 英文文献 文献翻译

外文原文Stage of construction cost controlConstruction enterprises in engineering construction of a construction project cost management is the foundation of the enterprise survival and the development and the core of the construction stage does well the cost control to achieve the purpose of increasing earnings is the project activities more important link, this paper will carry on the elaboration to this question, so that in enterprise production and management play a directive role.So in the project construction cost control what are the content? The author through 10 years of work experience, and analysis has the following aspects: contract aspects: according to construction drawing, contracting contract as the basis, according to the requirements of the contract project, quality, progress index, compiled in detail the construction organization design, this as the basis of cost plan. The project is in the contract and the existence of the change of component project, report to. As far as possible increases the project income. Use contract rights granted reasonable increase income and reduce expenditure.technical aspects: first of all, according to the actual situation of construction site, scientific planning of the construction site layout, to reduce the waste and save money to create conditions; Based on its technical superiority, fully mobilize the enthusiasm of management personnel, and carry out the mention reasonable suggestion activities, the expansion of nearly may cost control of scope and depth.quality and security; In strict accordance with the engineering technical specifications and rules of safe operation management, reduce and eliminate quality and safety accidents, make all sorts of loss is reduced to the minimum.machinery management: according to the requirements of project scientific, reasonable selection of machinery, give full play to the mechanical performance; Be reasonable arrangement construction in order to improve the utilization rate of the machinery, reduce machine fee cost; Regular maintenance machinery, improve the integrity rate of the machinery, provide guarantee for the whole progress. For the rent must be the mechanical equipment, to improve market research touch bottom the material aspects: material purchasing should be abided by "quality, low price and short distance of the principle of" approach to correct materials measurement, serious acceptance, the maximum limit reduced purchasing management in the process of consumption. According to the construction schedule science organization the use of material plan, avoid downtime should phenomenon; Material drawing shall be strictly controlled, regular inventory, grasps the actualconsumption and the progress of the projects contrast data; For in the recovery turnover materials, sorting, completed with timely and exits, like this is advantageous to the turnover use and reduce the lease fees, and reduce the cost.and administrative management: first to streamline management institutions, avoid overstaffing, reduce unnecessary salary expenses; Control business expenses and so on each unproductive spending Numbers. The administrative office of the materials with property, all on the card USES, prevent damage and loss, and financial aspects: the financial department is an important part of the cost control, mainly through the spending review all the expenses, balance scheduling funds and establishing various auxiliary records and hard working with all department cost implementation method such as the inspection and supervision, and the engineering cost analysis of all-round and provide feedback to decision-making departments, in order to take effective measures to correct the deviation of the project cost.More from seven aspects of simple described the content of the responsibility cost management, so in the construction of how to specific implementation, which we need to master the dynamic control of the construction project cost.In short, the construction project cost control is a complicated system engineering. Construction project cost control, the need for flexible use of, the actual operation should adjust measures to local conditions, different project size, different construction enterprise, different management system have differences, but no matter how construction enterprise to manage production is the consumption of human resources, material resources and cost, guidance, supervision and regulation and restrictions译文施工阶段成本控制建筑施工企业在工程建设中实行施工项目成本管理是企业生存和发展的基础和核心,在施工阶段搞好成本控制,达到增收节支的目的是项目经营活动中更为重要的环节,本文将对这一问题进行论述,以便在企业的生产经营中起指导作用。

建筑工程外文文献(含翻译)

建筑工程外文文献(含翻译)

外文文献:Construction of the competition and competition strategy Engineering and construction firms from the United States dominated the global market for many decades but recent world events have altered their position.To investigate the driving forces and trends that will affect engineering and construction competition in the next decade, a research project, called the "Anatomy of Construction Competition in the Year 2000", was sponsored by the Construction Industry Institute's Construc—tion 2000 Task Force— The project examined the factors that affect competitiveness, including the following, The shaping of corporate capabilities; vertical integration and horizontal expansion to increase corporate capabilities and market share, including acquisition and mergers by offshore conglomerates and the acquisition of foreign firms by U. S. companies.Financing options; the role of privatization, build-own-transfer projects, and the nature of project financing in future markets,Management, organization, and structure; future management and organizational approaches, structures, and techniques to attract personnel to perform in a global competitive environment.Work force characteristics; future availability of engineering and construction workers at the professional and craft levels.Technological issues:how technology will affect competition and be used to offset work force shortages.Research Objectives and ScopeThis research project's goal is to collect information, to adapt to the 2000 and the engineering construction after adjustment,formulate strategies needed to provide insight and formulate 2000 engineering construction of possible development plan. This study reviewed the project construction process of history, current development trend, to determine the impact of the industry, and the impetus to the future industrial enterprises are related to reshape the ability, privatisation and financing methods of potential function and management, organization structure, methods for future development direction。

施工安全外文文献

施工安全外文文献

施工安全外文文献Construction Safety: Literature ReviewIntroductionConstruction sites are hazardous environments with a high potential for accidents and injuries. Research has shown that construction workers are more likely to suffer severe injuries or fatal accidents than workers in other industries (Baker et al., 2019). The purpose of this article is to review the literature on construction safety, with a focus on measures to reduce workplace injuries and fatalities.Key Themes in Construction Safety LiteratureRisk ManagementRisk management is a key concept in construction safety. The effective management of risks is essential to prevent accidents and ensure worker safety. Huang and Lee (2019) found that effective risk management requires a cooperative effort among all stakeholders, including project managers, workers, and regulatory agencies. They also noted the importance of communication and information sharing in identifying and mitigating risks.Safety CultureSafety culture is another crucial concept in construction safety. A strong safety culture is essential to promote safe practices and reduce accidents. In a study by Zohar and Luria (2005), they found that companies that prioritize safety and promote a positive safety culture have lower injury rates than those that do not. Additionally, a strong safety culture improves workers' attitudes towardssafety and their willingness to report unsafe conditions.Training and EducationTraining and education are essential components of construction safety. Workers need to be trained on proper safety procedures, the correct use of equipment, and the identification of hazards. In a study by Kim et al. (2019), they found that workers who received regular safety training had fewer injuries than those who did not. Furthermore, education and training should be ongoing, as constructionsites can have changing hazards and risks over time.Technological AdvancementsTechnological advancements have made significant contributions to construction safety. For instance, wearable technology and sensors can detect hazardous conditions andalert workers to potential risks (Gao et al., 2019). Additionally, virtual reality simulation tools can be used to train workers on hazardous scenarios, improving their ability to recognize and respond to hazards (Voroshilov et al., 2019).ConclusionIn conclusion, construction safety is a complex issuethat requires a comprehensive approach. Risk management,safety culture, training and education, and technological advancements are all essential components to ensure worker safety. By implementing effective safety measures,construction companies can reduce the risk of accidents and injuries and create a safer working environment for all workers.。

建筑 外文翻译 外文文献 英文文献 中英对照 国际建设工程风险分析

建筑 外文翻译 外文文献 英文文献 中英对照 国际建设工程风险分析

Risk Analysis of the International Construction ProjectBy: Paul Stanford KupakuwanaCost Engineering Vol. 51/No. 9 September 2009ABSTRACTThis analysis used a case study methodology to analyse the issues surrounding the partial collapse of the roof of a building housing the headquarters of the Standards Association of Zimbabwe (SAZ). In particular, it examined the prior roles played by the team of construction professionals. The analysis revealed that the SAZ‟s traditional construction project was gener ally characterized by high risk. There was a clear indication of the failure of a contractor and architects in preventing and/or mitigating potential construction problems as alleged by the plaintiff. It was reasonable to conclude that between them the defects should have been detected earlier and rectified in good time before the partial roof failure. It appeared justified for the plaintiff to have brought a negligence claim against both the contractor and the architects. The risk analysis facilitated, through its multi-dimensional approach to a critical examination of a construction problem, the identification of an effective risk management strategy for future construction projects. It further served to emphasize the point that clients are becoming more demanding, more discerning, and less willing to accept risk without recompense. Clients do not want surprise, and are more likely to engage in litigation when things go wrong.KEY WORDS:Arbitration, claims, construction, contracts, litigation, project and risk The structural design of the reinforced concrete elements was done by consulting engineers Knight Piesold (KP). Quantity surveying services were provided by Hawkins, Leshnick & Bath (HLB). The contract was awarded to Central African Building Corporation (CABCO) who was also responsible for the provision of a specialist roof structure using patented “gang nail” roof trusses. The building construction proceeded to completion and was handed over to the ownerson Sept. 12, 1991. The SAZ took effective occupation of the headquarters building without a certificate of occupation. Also, the defects liability period was only three months .The roof structure was in place 10 years before partial failure in December 1999. The building insurance coverage did not cover enough, the City of Harare, a government municipality, issued the certificate of occupation 10 years after occupation, and after partial collapse of the roof .At first the SAZ decided to go to arbitration, but this failed to yield an immediate solution. The SAZ then decided to proceed to litigate in court and to bring a negligence claim against CABCO. The preparation for arbitration was reused for litigation. The SAZ‟s quantified losses stood at approximately $ 6 million in Zimbabwe dollars (US $1.2m) .After all parties had examined the facts and evidence before them, it became clear that there was a great probability that the courts might rule that both the architects and the contractor were liable. It was at this stage that the defendants‟ lawyers req uested that the matter be settled out of court. The plaintiff agreed to this suggestion, with the terms of the settlement kept confidential .The aim of this critical analysis was to analyse the issues surrounding the partial collapse of the roof of the building housing the HQ of Standard Association of Zimbabwe. It examined the prior roles played by the project management function and construction professionals in preventing/mitigating potential construction problems. It further assessed the extent to which the employer/client and parties to a construction contract are able to recover damages under that contract. The main objective of this critical analysis was to identify an effective risk management strategy for future construction projects. The importance of this study is its multidimensional examination approach.Experience suggests that participants in a project are well able to identify risks based on their own experience. The adoption of a risk management approach, based solely in pastexperience and dependant on judgement, may work reasonably well in a stable low risk environment. It is unlikely to be effective where there is a change. This is because change requires the extrapolation of past experience, which could be misleading. All construction projects are prototypes to some extent and imply change. Change in the construction industry itself suggests that past experience is unlikely to be sufficient on its own. A structured approach is required. Such a structure can not and must not replace the experience and expertise of the participant. Rather, it brings additional benefits that assist to clarify objectives, identify the nature of the uncertainties, introduces effective communication systems, improves decision-making, introduces effective risk control measures, protects the project objectives and provides knowledge of the risk history .Construction professionals need to know how to balance the contingencies of risk with their specific contractual, financial, operational and organizational requirements. Many construction professionals look at risks in dividually with a myopic lens and do not realize the potential impact that other associated risks may have on their business operations. Using a holistic risk management approach will enable a firm to identify all of the organization‟s business risks. This will increase the probability of risk mitigation, with the ultimate goal of total risk elimination .Recommended key construction and risk management strategies for future construction projects have been considered and their explanation follows. J.W. Hinchey stated that there is and can be no …best practice‟ standard for risk allocation on a high-profile project or for that matter, any project. He said, instead, successful risk management is a mind-set and a process. According to Hinchey, the ideal mind-set is for the parties and their representatives to, first, be intentional about identifying project risks and then to proceed to develop a systematic and comprehensive process for avoiding, mitigating, managing and finally allocating, by contract, those risks inoptimum ways for the particular project. This process is said to necessarily begin as a science and ends as an art .According to D. Atkinson, whether contractor, consultant or promoter, the right team needs to be assembled with the relevant multi-disciplinary experience of that particular type of project and its location. This is said to be necessary not only to allow alternative responses to be explored. But also to ensure that the right questions are asked and the major risks identified. Heads of sources of risk are said to be a convenient way of providing a structure for identifying risks to completion of a participant‟s part of the project. Effective risk management is said to require a multi-disciplinary approach. Inevitably risk management requires examination of engineering, legal and insurance related solutions .It is stated that the use of analytical techniques based on a statistical approach could be of enormous use in decision making . Many of these techniques are said to be relevant to estimation of the consequences of risk events, and not how allocation of risk is to be achieved. In addition, at the present stage of the development of risk management, Atkinson states that it must be recognized that major decisions will be made that can not be based solely on mathematical analysis. The complexity of construction projects means that the project definition in terms of both physical form and organizational structure will be based on consideration of only a relatively small number of risks . This is said to then allow a general structured approach that can be applied to any construction project to increase the awareness of participants .The new, simplified Construction Design and Management Regulations(CDM Regulations) which came in to force in the UK in April 2007, revised and brought together the existing CDM 1994 and the Construction Health Safety and Welfare(CHSW) Regulations 1996, into a single regulatory package.The new CDM regulations offer an opportunity for a step change in health and safety performance and are used to reemphasize the health, safety and broader business benefits of a well-managed and co-ordinated approach to the management of health and safety in construction.I believe that the development of these skills is imperative to provide the client with the most effective services available, delivering the best value project possible.Construction Management at Risk (CM at Risk), similar to established private sector methods of construction contracting, is gaining popularity in the public sector. It is a process that allows a client to select a construction manager (CM) based on qualifications; make the CM a member of a collaborative project team; centralize responsibility for construction under a single contract; obtain a bonded guaranteed maximum price; produce a more manageable, predictable project; save time and money; and reduce risk for the client, the architect and the CM.CM at Risk, a more professional approach to construction, is taking its place along with design-build, bridging and the more traditional process of design-bid-build as an established method of project delivery.The AE can review the CM‟s approach to the work, making helpful recommendations. The CM is allowed to take bids or proposals from subcontractors during completion of contract documents, prior to the guaranteed maximum price (GMP), which reduces the CM‟s risk and provides useful input to design. The procedure is more methodical, manageable, predictable and less risky for all.The procurement of construction is also more business-like. Each trade contractor has a fair shot at being the low bidder without fear of bid shopping. Each must deliver the best to get the projec. Competition in the community is more equitable: all subcontractors have a fair shot at the work .A contingency within the GMP covers unexpected but justifiable costs, and a contingency above the GMP allows for client changes. As long as the subcontractors are within the GMP they are reimbursed to the CM, so the CM represents the client in negotiating inevitable changes with subcontractors.There can be similar problems where each party in a project is separately insured. For this reason a move towards project insurance is recommended. The traditional approach reinforces adversarial attitudes, and even provides incentives for people to overlook or conceal risks in an attempt to avoid or transfer responsibility.A contingency within the GMP covers unexpected but justifiable costs, and a contingency above the GMP allows for client changes. As long as the subcontractors are within the GMP they are reimbursed to the CM, so the CM represents the client in negotiating inevitable changes with subcontractors.There can be similar problems where each party in a project is separately insured. For this reason a move towards project insurance is recommended. The traditional approach reinforces adversarial attitudes, and even provides incentives for people to overlook or conceal risks in an attempt to avoid or transfer responsibility.It was reasonable to assume that between them the defects should have been detected earlier and rectified in good time before the partial roof failure. It did appear justified for the plaintiff to have brought a negligence claim against both the contractor and the architects.In many projects clients do not understand the importance of their role in facilitating cooperation and coordination; the design is prepared without discussion between designers, manufacturers, suppliers and contractors. This means that the designer can not take advantage of suppliers‟ or contractors‟ knowledge of build ability or maintenance requirements and the impact these have on sustainability, the total cost of ownership or health and safety .This risk analysis was able to facilitate, through its multi-dimensional approach to a critical examination of a construction problem, the identification of an effective risk management strategy for future construction projects. This work also served to emphasize the point that clients are becoming more demanding, more discerning, and less willing to accept risk without recompense. They do not want surprises, and are more likely to engage in litigation when things go wrong.中文译文:国际建设工程风险分析保罗斯坦福库帕库娃娜工程造价卷第五十一期2009年9月9日摘要此次分析用实例研究方法分析津巴布韦标准协会总部(SAZ)的屋顶部分坍塌的问题。

施工安全外文文献

施工安全外文文献

施工安全外文文献施工安全是建筑工程中一个非常重要的方面。

为确保施工安全,需要采取一系列的措施,包括对施工人员的培训、工作场所的安全设施、安全操作规程等。

本文将介绍一些与施工安全相关的外文文献。

1. 'Construction Safety Management: A Comprehensive Guide to OSHA Compliance' (施工安全管理:全面指南,符合OSHA标准) 这本书是一本非常详细的指南,介绍了如何实施OSHA标准以确保施工安全。

它包括了对OSHA标准的解释,以及如何建立安全管理计划,检查安全问题,培训施工人员等。

这本书对于建筑承包商和建筑业主来说都是非常有价值的。

2. 'Construction Safety and Health Management' (施工安全与健康管理)这本书提供了一个全面的框架,帮助建筑业主和承包商制定和实施安全计划。

它介绍了如何评估施工安全风险,如何建立安全规程和操作规程,以及如何进行施工人员的培训。

这本书还包括了有关法律法规和安全标准的信息。

3. 'Construction Safety Handbook' (施工安全手册)这本书是一本实用的手册,介绍了如何在施工现场确保施工安全。

它包括了有关施工安全的基本原则和操作规程,以及如何处理不安全的情况。

这本书还介绍了如何进行现场安全检查和如何培训施工人员。

4. 'Construction Site Safety: A Guide for Managing Contractors' (施工现场安全:管理承包商指南)这本书提供了一些实用的建议,帮助业主和承包商管理施工现场的安全。

它介绍了如何评估施工安全风险,如何建立安全规程和操作规程,以及如何进行施工人员的培训。

这本书还包括了有关法律法规和安全标准的信息。

总之,施工安全是建筑工程中不可忽视的一个方面。

建筑设计毕业论文中英文资料外文翻译文献

建筑设计毕业论文中英文资料外文翻译文献

毕业论文中英文资料外文翻译文献Architecture StructureWe have and the architects must deal with the spatial aspect of activity, physical, and symbolic needs in such a way that overall performance integrity is assured. Hence, he or she well wants to think of evolving a building environment as a total system of interacting and space forming subsystems. Is represents a complex challenge, and to meet it the architect will need a hierarchic design process that provides at least three levels of feedback thinking: schematic, preliminary, and final.Such a hierarchy is necessary if he or she is to avoid being confused , at conceptual stages of design thinking ,by the myriad detail issues that can distract attention from more basic consideration s .In fact , we can say that an architect’s ability to distinguish the more basic form the more detailed issues is essential to his success as a designer .The object of the schematic feed back level is to generate and evaluate overall site-plan, activity-interaction, and building-configuration options .To do so the architect must be able to focus on the interaction of the basic attributes of the site context, the spatial organization, and the symbolism as determinants of physical form. This means that ,in schematic terms ,the architect may first conceive and model a building design as an organizational abstraction of essential performance-space in teractions.Then he or she may explore the overall space-form implications of the abstraction. As an actual building configuration option begins to emerge, it will be modified to include consideration for basic site conditions.At the schematic stage, it would also be helpful if the designer could visualize his or her options for achieving overall structural integrity and consider the constructive feasibility and economic of his or her scheme .But this will require that the architect and/or a consultant be able to conceptualize total-system structural options in terms of elemental detail .Such overall thinking can be easily fed back to improve the space-form scheme.At the preliminary level, the architect’s emphasis will shift to the elaboration of his or her more promising schematic design options .Here the architect’s structural needs will shift toapproximate design of specific subsystem options. At this stage the total structural scheme is developed to a middle level of specificity by focusing on identification and design of major subsystems to the extent that their key geometric, component, and interactive properties are established .Basic subsystem interaction and design conflicts can thus be identified and resolved in the context of total-system objectives. Consultants can play a significant part in this effort; these preliminary-level decisions may also result in feedback that calls for refinement or even major change in schematic concepts.When the designer and the client are satisfied with the feasibility of a design proposal at the preliminary level, it means that the basic problems of overall design are solved and details are not likely to produce major change .The focus shifts again ,and the design process moves into the final level .At this stage the emphasis will be on the detailed development of all subsystem specifics . Here the role of specialists from various fields, including structural engineering, is much larger, since all detail of the preliminary design must be worked out. Decisions made at this level may produce feedback into Level II that will result in changes. However, if Levels I and II are handled with insight, the relationship between the overall decisions, made at the schematic and preliminary levels, and the specifics of the final level should be such that gross redesign is not in question, Rather, the entire process should be one of moving in an evolutionary fashion from creation and refinement (or modification) of the more general properties of a total-system design concept, to the fleshing out of requisite elements and details.To summarize: At Level I, the architect must first establish, in conceptual terms, the overall space-form feasibility of basic schematic options. At this stage, collaboration with specialists can be helpful, but only if in the form of overall thinking. At Level II, the architect must be able to identify the major subsystem requirements implied by the scheme and substantial their interactive feasibility by approximating key component properties .That is, the properties of major subsystems need be worked out only in sufficient depth to very the inherent compatibility of their basic form-related and behavioral interaction . This will mean a somewhat more specific form of collaboration with specialists then that in level I .At level III ,the architect and the specific form of collaboration with specialists then that providing for all of the elemental design specifics required to produce biddable construction documents .Of course this success comes from the development of the Structural Material.1.Reinforced ConcretePlain concrete is formed from a hardened mixture of cement ,water ,fine aggregate, coarse aggregate (crushed stone or gravel),air, and often other admixtures. The plastic mix is placed and consolidated in the formwork, then cured to facilitate the acceleration of the chemical hydration reaction lf the cement/water mix, resulting in hardened concrete. The finished product has high compressive strength, and low resistance to tension, such that its tensile strength is approximately one tenth lf its compressive strength. Consequently, tensile and shear reinforcement in the tensile regions of sections has to be provided to compensate for the weak tension regions in the reinforced concrete element.It is this deviation in the composition of a reinforces concrete section from the homogeneity of standard wood or steel sections that requires a modified approach to the basic principles of structural design. The two components of the heterogeneous reinforced concrete section are to be so arranged and proportioned that optimal use is made of the materials involved. This is possible because concrete can easily be given any desired shape by placing and compacting the wet mixture of the constituent ingredients are properly proportioned, the finished product becomes strong, durable, and, in combination with the reinforcing bars, adaptable for use as main members of any structural system.The techniques necessary for placing concrete depend on the type of member to be cast: that is, whether it is a column, a bean, a wall, a slab, a foundation. a mass columns, or an extension of previously placed and hardened concrete. For beams, columns, and walls, the forms should be well oiled after cleaning them, and the reinforcement should be cleared of rust and other harmful materials. In foundations, the earth should be compacted and thoroughly moistened to about 6 in. in depth to avoid absorption of the moisture present in the wet concrete. Concrete should always be placed in horizontal layers which are compacted by means of high frequency power-driven vibrators of either the immersion or external type, as the case requires, unless it is placed by pumping. It must be kept in mind, however, that over vibration can be harmful since it could cause segregation of the aggregate and bleeding of the concrete.Hydration of the cement takes place in the presence of moisture at temperatures above 50°F. It is necessary to maintain such a condition in order that the chemical hydration reaction can take place. If drying is too rapid, surface cracking takes place. This would result in reduction of concrete strength due to cracking as well as the failure to attain full chemical hydration.It is clear that a large number of parameters have to be dealt with in proportioning a reinforced concrete element, such as geometrical width, depth, area of reinforcement, steel strain, concrete strain, steel stress, and so on. Consequently, trial and adjustment is necessary in the choice ofconcrete sections, with assumptions based on conditions at site, availability of the constituent materials, particular demands of the owners, architectural and headroom requirements, the applicable codes, and environmental reinforced concrete is often a site-constructed composite, in contrast to the standard mill-fabricated beam and column sections in steel structures.A trial section has to be chosen for each critical location in a structural system. The trial section has to be analyzed to determine if its nominal resisting strength is adequate to carry the applied factored load. Since more than one trial is often necessary to arrive at the required section, the first design input step generates into a series of trial-and-adjustment analyses.The trial-and –adjustment procedures for the choice of a concrete section lead to the convergence of analysis and design. Hence every design is an analysis once a trial section is chosen. The availability of handbooks, charts, and personal computers and programs supports this approach as a more efficient, compact, and speedy instructional method compared with the traditional approach of treating the analysis of reinforced concrete separately from pure design.2. EarthworkBecause earthmoving methods and costs change more quickly than those in any other branch of civil engineering, this is a field where there are real opportunities for the enthusiast. In 1935 most of the methods now in use for carrying and excavating earth with rubber-tyred equipment did not exist. Most earth was moved by narrow rail track, now relatively rare, and the main methods of excavation, with face shovel, backacter, or dragline or grab, though they are still widely used are only a few of the many current methods. To keep his knowledge of earthmoving equipment up to date an engineer must therefore spend tine studying modern machines. Generally the only reliable up-to-date information on excavators, loaders and transport is obtainable from the makers.Earthworks or earthmoving means cutting into ground where its surface is too high ( cuts ), and dumping the earth in other places where the surface is too low ( fills). Toreduce earthwork costs, the volume of the fills should be equal to the volume of the cuts and wherever possible the cuts should be placednear to fills of equal volume so as to reduce transport and double handlingof the fill. This work of earthwork design falls on the engineer who lays out the road since it is the layout of the earthwork more than anything else which decides its cheapness. From the available maps ahd levels, the engineering must try to reach as many decisions as possible in the drawing office by drawing cross sections of the earthwork. On the site when further information becomes available he can make changes in jis sections and layout,but the drawing lffice work will not have been lost. It will have helped him to reach the best solution in the shortest time.The cheapest way of moving earth is to take it directly out of the cut and drop it as fill with the same machine. This is not always possible, but when it canbe done it is ideal, being both quick and cheap. Draglines, bulldozers and face shovels an do this. The largest radius is obtained with thedragline,and the largest tonnage of earth is moved by the bulldozer, though only over short distances.The disadvantages of the dragline are that it must dig below itself, it cannot dig with force into compacted material, it cannot dig on steep slopws, and its dumping and digging are not accurate.Face shovels are between bulldozers and draglines, having a larger radius of action than bulldozers but less than draglines. They are anle to dig into a vertical cliff face in a way which would be dangerous tor a bulldozer operator and impossible for a dragline. Each piece of equipment should be level of their tracks and for deep digs in compact material a backacter is most useful, but its dumping radius is considerably less than that of the same escavator fitted with a face shovel.Rubber-tyred bowl scrapers are indispensable for fairly level digging where the distance of transport is too much tor a dragline or face shovel. They can dig the material deeply ( but only below themselves ) to a fairly flat surface, carry it hundreds of meters if need be, then drop it and level it roughly during the dumping. For hard digging it is often found economical to keep a pusher tractor ( wheeled or tracked ) on the digging site, to push each scraper as it returns to dig. As soon as the scraper is full,the pusher tractor returns to the beginning of the dig to heop to help the nest scraper.Bowl scrapers are often extremely powerful machines;many makers build scrapers of 8 cubic meters struck capacity, which carry 10 m ³ heaped. The largest self-propelled scrapers are of 19 m ³struck capacity ( 25 m ³ heaped )and they are driven by a tractor engine of 430 horse-powers.Dumpers are probably the commonest rubber-tyred transport since they can also conveniently be used for carrying concrete or other building materials. Dumpers have the earth container over the front axle on large rubber-tyred wheels, and the container tips forwards on most types, though in articulated dumpers the direction of tip can be widely varied. The smallest dumpers have a capacity of about 0.5 m ³, and the largest standard types are of about 4.5 m ³. Special types include the self-loading dumper of up to 4 m ³ and the articulated type of about 0.5 m ³. The distinction between dumpers and dump trucks must be remembered .dumpers tip forwards and the driver sits behind the load. Dump trucks are heavy, strengthened tipping lorries, the driver travels in front lf the load and the load is dumped behind him, so they are sometimes called rear-dump trucks.3.Safety of StructuresThe principal scope of specifications is to provide general principles and computational methods in order to verify safety of structures. The “ safety factor ”, which according to modern trends is independent of the nature and combination of the materials used, can usually be defined as the ratio between the conditions. This ratio is also proportional to the inverse of the probability ( risk ) of failure of the structure.Failure has to be considered not only as overall collapse of the structure but also asunserviceability or, according to a more precise. Common definition. As the reaching of a “ limit state ” which causes the construction not to accomplish the task it was designed for. Ther e are two categories of limit state :(1)Ultimate limit sate, which corresponds to the highest value of the load-bearing capacity. Examples include local buckling or global instability of the structure; failure of some sections and subsequent transformation of the structure into a mechanism; failure by fatigue; elastic or plastic deformation or creep that cause a substantial change of the geometry of the structure; and sensitivity of the structure to alternating loads, to fire and to explosions.(2)Service limit states, which are functions of the use and durability of the structure. Examples include excessive deformations and displacements without instability; early or excessive cracks; large vibrations; and corrosion.Computational methods used to verify structures with respect to the different safety conditions can be separated into:(1)Deterministic methods, in which the main parameters are considered as nonrandom parameters.(2)Probabilistic methods, in which the main parameters are considered as random parameters.Alternatively, with respect to the different use of factors of safety, computational methods can be separated into:(1)Allowable stress method, in which the stresses computed under maximum loads are compared with the strength of the material reduced by given safety factors.(2)Limit states method, in which the structure may be proportioned on the basis of its maximum strength. This strength, as determined by rational analysis, shall not be less than that required to support a factored load equal to the sum of the factored live load and dead load ( ultimate state ).The stresses corresponding to working ( service ) conditions with unfactored live and dead loads are compared with prescribed values ( service limit state ) . From the four possible combinations of the first two and second two methods, we can obtain some useful computational methods. Generally, two combinations prevail:(1)deterministic methods, which make use of allowable stresses.(2)Probabilistic methods, which make use of limit states.The main advantage of probabilistic approaches is that, at least in theory, it is possible to scientifically take into account all random factors of safety, which are then combined to define the safety factor. probabilistic approaches depend upon :(1) Random distribution of strength of materials with respect to the conditions of fabrication and erection ( scatter of the values of mechanical properties through out the structure );(2) Uncertainty of the geometry of the cross-section sand of the structure ( faults andimperfections due to fabrication and erection of the structure );(3) Uncertainty of the predicted live loads and dead loads acting on the structure;(4)Uncertainty related to the approximation of the computational method used ( deviation of the actual stresses from computed stresses ).Furthermore, probabilistic theories mean that the allowable risk can be based on several factors, such as :(1) Importance of the construction and gravity of the damage by its failure;(2)Number of human lives which can be threatened by this failure;(3)Possibility and/or likelihood of repairing the structure;(4) Predicted life of the structure.All these factors are related to economic and social considerations such as:(1) Initial cost of the construction;(2) Amortization funds for the duration of the construction;(3) Cost of physical and material damage due to the failure of the construction;(4) Adverse impact on society;(5) Moral and psychological views.The definition of all these parameters, for a given safety factor, allows construction at the optimum cost. However, the difficulty of carrying out a complete probabilistic analysis has to be taken into account. For such an analysis the laws of the distribution of the live load and its induced stresses, of the scatter of mechanical properties of materials, and of the geometry of the cross-sections and the structure have to be known. Furthermore, it is difficult to interpret the interaction between the law of distribution of strength and that of stresses because both depend upon the nature of the material, on the cross-sections and upon the load acting on the structure. These practical difficulties can be overcome in two ways. The first is to apply different safety factors to the material and to the loads, without necessarily adopting the probabilistic criterion. The second is an approximate probabilistic method which introduces some simplifying assumptions ( semi-probabilistic methods ) .文献翻译建筑师必须从一种全局的角度出发去处理建筑设计中应该考虑到的实用活动,物质及象征性的需求。

建筑施工安全管理外文翻译参考文献

建筑施工安全管理外文翻译参考文献

建筑施工安全管理外文翻译参考文献1. Chen, J., & Skibniewski, M. J. (2017). Construction project safety management in China: A 2004–2014 research review. Safety Science, 93, 96-105.2. Yang, Y., Leung, Y. T., Chan, A. P., & Lu, W. (2018). Research trends and topics in construction safety management literature: A bibliometric analysis. Safety Science, 103, 255-264.3. Abdou, D. E. S., & Hassanein, M. K. (2019). Assessment of construction safety management factors affecting safety performance in Egypt. Alexandria Engineering Journal, 58(2), 767-777.4. Ling, F. Y., Chong, H. Y., Lan, Y., & Lu, W. (2020). A reviewof safety climate research from 2012 to 2018: Bibliometric analysis considering the construction industry's perspective. Safety Science, 125, .5. Zhang, Q., Jia, R., Zuo, J., & Hu, Y. (2019). Exploring the effects of construction workers’ safety behavior and safety climate onsafety performance: A multilevel analysis approach. Safety Science, 118, 502-512.6. Alazemi, K., & Kartam, N. (2014). Assessing safety performance index for construction projects in Kuwait. Journal of Construction Engineering and Management, 140(1), .7. Ardeshir, A., & Mohammadfam, I. (2015). Safety climate improvement framework for construction industry. International Journal of Injury Control and Safety Promotion, 22(1), 47-58.9. Lingard, H., & Rowlinson, S. (2015). Occupational health and safety in construction project management. Routledge.10. Sumner, N. (2019). Construction project management: An integrated approach. Routledge.11. Chikumba, T. (2017). Construction health and safety management systems in developing countries: The case of Zimbabwe. Journal of Civil Engineering and Management, 23(2), 163-175.12. Hadipriono, F. C., & Stamatis, D. H. (2016). Construction safety management. John Wiley & Sons.以上是一些关于建筑施工安全管理的外文翻译参考文献,涵盖了安全管理研究、安全氛围、安全绩效等方面的内容,有助于进一步了解该领域的研究动态和相关理论。

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附录AAnalysis of Safety Performance in the Construction IndustryData source:The HKU Scholars HubOver the years,many researchers have investigated into the safety performance of the construction industry.Some of them identified factors leading to the occurrence of accidents on construction sites.The high frequency of construction accident has casted the industry a considerable amount.The government and many concerned parties have taken measures against the potential causes of accidents,aiming at reducing accidents and promoting safety in the industry.1.Definition of AccidentLaney(1982)states that the simplest definition of an accident is“an uncontrollable occurrence which results in injury or damage”.The events leading up to an accident are controllable in most cases.International Labor Office Geneva(1983)and Kennedy(1997) also agree that accidents don’t just happen,they are preventable.All industrial accidents are, either directly or indirectly,attributable to human failings.Rowlandson(1997)points out that a number of elements which need to be incorporated into the definition if this is to be useful in terms of accident prevention.These elements are:ck of management control;b.basic personal and task factors;c.sub-standard acts and conditions–the symptoms of the accident;d.an unplanned and undesired event or incident–the accident;e.an undesired outcome–death,injury or property damage;f.a cost.He thus defines accident as:“...an unplanned incident leading to death,injury or property damage which stems from inadequate management control of work processes manifesting itself in personal or job factors which lead to substandard actions or conditions which are seen as the immediate causes of the accident.”mon Accidents in Construction IndustryAccording to Lingard and Rowlinson(1994)accident proneness can be measured by thefrequency of accident occurrence.According to some researches,construction industry has the highest accident rate over the years,thus it is said to be more accident-prone than other industries.It is essential to understand why construction industry is more vulnerable to accident than the others.The Labour Department classified construction accidents by types. Table1shows the number of injuries in2004and figures in blankets are the number of fatality fixed or stationary object11.9%Fall of person from height11.7%Injured whilst lifting or carrying16.0%Slip,trip or fall on same level17.3%Striking against or stuck by moving object19.7%Contact with moving machinery or object being machined7.0%Others16.4%The above chart shows the major accidents which contributed more than5%of the construction accidents in2004:3.Facors Affecting Safety Performance of Construction IndustryMany researchers have studied the factors affecting safety performance on construction sites.Stranks(1994)points out that the reasons of the poor safety recordmay correlate with many factors such as complexity of the work or system,risk nature of works,management style,safety knowledge and commitment,and personal behavior.Here are several factors that affect safety performance of contraction industry.pany SizeTam and Fung(1998)study the effectiveness of safety management strategies on safety performance.In this study,the safety performance of companies is gauged by their accident rates in1994as accident rates are steadier throughout the year and they can be easily obtained.In the study,it is found that company size,in term of number of management staff, affects safety performance.Tam and Fung(1998)observe that the accident rate of small companies is highest,the rate for medium sized lies almost at the industrial average and that for the large firms is the lowest.This demonstrates that larger firms generally have better safety records.This could be resulted from the more structured and formalized safetyprogrammers,and stronger management commitment to safety.It is found that the higher number of employees in the organization,the lower figure of the accident rate.b.Level of SubcontractingMulti-layer subcontracting is unique to China construction industry and has been the most common practice being used with long history.Subcontractors would normally further subcontract their work without the consent of their principal contractor to several smaller firms in order to minimize their overheads.Multi-layers of subcontractors is one of the major difficulties in implementing safety management.Recent study carried out by Wong and So (2004)shows the current status of the subcontracting practice and how multi-layer subcontracting system affects construction safety performance.Their questionnaire survey reveals that the majority of respondents(45.5%)would sublet80-90%of their works to subcontractors.None of the respondents would carry out construction work that fully relies on their own effort;at least30%of works would be subcontracted out.Lai(1987)attributes the high site accident rates to the use of labour-only subcontractors. As subcontracted workers are highly mobile,lack loyalty to contractors and are rewarded according to work done,they are difficult to control.Implementing safety practices on site becomes more difficult.Recent researchers,like Wong(1999)and Lee(1996),believe multi-layer subcontracting system is one of the major causes to poor safety performance in China’s construction industry.The most extreme case of subcontracting quoted by Lee(1999) was subcontracting up to15layers.He describes such multi-layer subcontracting as common and excessive.Small business,like subcontractors,face with specific health and safety challenges. Many firms lacked adequate resources and were often struggling to survive.Moreover,they lack an understanding of their obligations and the health and safety issues of their processes. These can be supported by Rawlinson’s(1999)study for Housing Authority.He finds that average84%of workers injured from1995to1998were subcontractors’workers.Such situation may be due to subcontractors’workers’inadequate training and awareness of safe working practice.Tam and Fung(1998)find there is a significant difference between trained and un-trained employees in relation to accident rate.municationAccording to Wong(2002),communication is a major factor affecting the safety on sites. However,it has seldom been discussed before.Wong(2002)conducts a research to find out the causes of communication problems between main contractors and subcontractors.He identifies12factors leading to poor communication in construction industry.Among them,10 are discussed here as they are more relevant to the territory and have been discussed by other researchers.These factors are listed below:i.Industry NatureIn order to complete the project on time,construction projects are carried out under almost all sorts of weather conditions.Besides,construction workers are usually not well-educated.These cause communication difficulties.ii.Industry CultureWong(2000)identifies sub-contracting system is a hurdle to construction safety as they are engaged on day-work basis,thus they are not aware to site safety.iii.Client TypeThere are2types of clients,public and private ernment bodies are public clients.Private clients can be further divided into experienced and inexperienced.Their concern and expectation on site safety performance appear to be different.anization StructureFryer(1997)suggests that organization structure,including hierarchy,downsizing and decentralization vs.decentralization,rigidity vs.flexibility,rules and procedure,would affect the result of communications.According to Wong(2002),downsizing became popular since 1990s because this can allow flexibility for people for respond more quickly to change.v.Relationship of Main and Sub-ContractorsThe poor relationship between contractors is an obstacle to construction safety.However, such situation could be resolved by partnering.Wong(2002)says that partnering is considered by most of the project participants as a worthwhile initiative.munication BarriersHicks and Gullett(1983)points out that communication overload and inattention to message can cause ineffective communication.People may receive more information than they can process or they spend time evaluating the sender and the message before the entiremessage is being passed or read.vii.Content of InformationWong(2002)attributes poor safety performance to the content of information.If content of information,such as method statements,working,drawings or safety procedures,are inaccurate or unclear,safety could not be effectively achieved.viii.Value of CommunicatorsTam et al(2001)point out that many production personnel rank safety in a lower priorities when compare with meeting the production schedule,quota and cost targets. Besides,Nichols and Stevens(1999)mention the failure of many superiors to listen.As a result,safety issue does not receive enough attention.ix.Provision of Continuous TrainingEnrichment of safety knowledge is essential.Teo et al(2005)carry out a study to find out the methods in fostering workers’safe work behaviours.They find that training is an important way to enable workers to work safely,because they are equipped with the knowledge of how to work safely.x.Workers’AttitudeWorkers’incorrect attitude towards site safety is a big difficulty in making safety sites. In Chan et al’s(1999)research,it is found that workers do not think they have the duty to comply with safety regulations for the main contractors.They will be more aware to safety issues after serious accident but they will resume their own way of practice shortly after that. Hinze(2002)and Vredenburgh(2002)state that site safety could only be improved if workers change their behaviours towards site safety.Teo et al(2005)also agree that negligence in safety and lack of awarenessto ensure lingering dangers on site would increase the chances of workers getting injured.5.Accident Costs and Safety CostsThe construction industry in China,especially for building projects,has a very poor safety record.According to Hinze and Raboud(1988),it is a common perception that “safety”is unproductive and not vital to the success of a project as contractors may not be appreciated by just keeping good safety on sites.However,it should be noted that accidents do not just lead to injury and loss of lives,a huge amount of accident costs is induced as well.Accordingly,safety investment in construction projects could better the safety performance and avoid the huge amount of accident costs.Ridiculously,most contractors are not willing to invest their money,time and effort to operate and to maintain effective safety programmers. They are not fully aware of the costs of an accident.Over the years,there have been many studies of the cost of accidents and it is found that, accident costs could be huge.Rowlinson(1997)identifies that cost of an accident is not only constituted of hospitalization and compensation costs of the individual involved in the accident.De Saram and Tang(2005)admit that construction accidents may result in numerous damages and losses.By understanding all the costs incurred by construction accidents,contractors might be surprised,and thus realize the importance of site safety investment.6.Safety Management SystemSafety management systems are not new to us.Many have been written on it.Site safet is regarded as an integral part of the project objective and safety attitudes a part of the project culture in order to pursue site safety effectively.Management at head office and on-site must be seen to care.Only then,an effective and committed safety officer will be appointed and given sufficient call on time and resources to achieve site safety.According to the Labour Department,below are the objectives of setting up a safety management system:a.to prevent improper behaviour that may lead to accidents;b.to ensure that problems are detected and reported;andc.to ensure that accidents are reported and handled properly.Besides,a safety management system enables flexibility of developing safety policies and measures most suitable to the particular circumstances of individual companies.The inputs from employer and employees make the safety management processes more readily be modified to keep pace with changing circumstances.An effective safety management system can be used to manage and control both existing and potential hazards and its effectiveness can be maximized when an organization is able to combine occupational safety and health issues into its business strategy.In this paper,statistics of construction safety,common accident types,factors affectingsafety performance and legislations related to construction safety have been reviewed. Statistics shows the unacceptable construction safety performance in the past.Therefore,the government introduced safety management system to the industry,hoping to establish a self-regulating atmosphere.Besides,government keeps introducing new legislation,for example the Construction Workers Registration Ordinance,and amending existing legislations to cope with the industry. Though the accident rate becomes stagnant in recent years,the fact shows the government’s determination in improving the industry to an accident-free one.附录B关于建筑行业安全施工的分析资料来源:香港大学学者中心多年来,许多研究人员都对建筑业的安全施工做出过深入研究。

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