质量控制和安全施工外文翻译

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酒店服务质量管理外文文献翻译

酒店服务质量管理外文文献翻译

酒店服务质量管理外文文献翻译This article examines the issue of service quality management in the hotel industry。

The importance of providing high-quality service to customers is emphasized。

as it is a key factor in customer XXX can use to improve their service quality。

such as employee training。

customer feedback。

and service recovery。

nally。

the article highlights the role of technology in service quality management and the XXX.In the hotel industry。

providing high-XXX service during their stay。

and any ings in service quality can lead to negative reviews and a loss of business。

Therefore。

XXX service quality management in order to XXX.XXX employees。

hotels XXX。

problem-solving。

XXX。

hotels XXX.XXX of service quality management is service recovery。

Even with the best ns and efforts。

mistakes and service failuresXXX must have a plan in place for addressing these XXX refunds。

土建专业外文翻译2

土建专业外文翻译2

附录1翻译适当有效的建筑材料是限制富有经验的结构工程师成就的主要原因之一。

早期的建筑者几乎都只使用木材,石头,砖块和混凝土。

尽管铸铁在修建埃及的金字塔中已被人们使用, 但是把它作为建筑材料却由于大量熔炼它比较困难而被限制。

藉由产业革命,然而,受到把铸铁作为建筑材料和在大量融炼它的能力的两者对其双重需要的影响。

John Smeaton,一个英国土木工程师, 在十八的世纪中时,是第一广泛地使用铸铁作为建筑材料的。

在1841之后,可锻金属被发展成更可靠的材料并且广泛地被应用。

尽管可锻金属优于铸铁,但仍有很多结构破坏从而需要有更可靠的材料。

钢便是这一需要的答案。

1856年的贝色麦转转炉炼钢法和后来发展的马丁平炉炼钢法的发明使以竞争的价格形成了生产建筑用钢并且兴起了建筑用钢在下个百年的快速发展。

钢的最严重缺点是它容易被氧化而需要被油漆或一些其他的适当涂料保护。

当钢被用于可能发生火灾环境时, 钢应该包围在一些耐火的材料中, 例如石料或混凝土。

通常,钢的组合结构不易被压碎除非是在冶金成分不好,低温的不利组合, 或空间压力存在的情况下。

建筑用铝仍然不广泛被在土木工程结构中用,虽然它的使用正在稳定地增加。

藉着铝合金作为一个适当的选择和对其进行热处理,可获得各式各样的强度特性。

一些合金所展现的抗压强度特性相似于钢, 除线形弹性模量大约是7,000,000 牛/平方厘米,相当于刚的三分之一。

质量轻和耐氧化是铝的两个主要优点。

因为它的特性对热处理是非常敏感的,当铆接或焊接铝的时候,一定要小心仔细。

一些技术已为制造预制铝组合配件及形成若干的美丽的设计良好的外型结构的铝制结构而发展起来。

组合房屋配件制造的一般程序藉由螺栓连接,这似乎是利用建筑用铝的最有前途的方法。

加强和预应力混凝土是主要的建筑材料。

天然的水泥混凝土已经被使用长达数世纪之久。

现代的混凝土建筑兴起于十九世纪中叶,尽管人造水泥被Aspidin ,一个英国人于1825年申请了专利. 虽然一些建筑者和工程师在十九世纪后期用钢筋混凝土作实验, 但作为一种建筑材料它占统治地位是在二十世纪初期。

外文翻译 gongc

外文翻译 gongc

外文译文学院建筑工程学院专业班级工管普2007级(造价)学生姓名Works under the bill of quantitiesCost controlAbstract:The project under the bill of quantities in the project bidding, construction stage and the completed cost control in the focus and methods.Key words:bill of quantities; cost control; tender documents; contract; settlementCost control throughout the entire process of project construction, project cost under the bill of quantities should be greater control of project bidding phase, construction phase and completion of the settlement process, it is necessary to strengthen the Bill of Quantities means the process of building in the project application.1. The contents of the tender documentation to be complete, clear and rigorousThe implementation of the Bill of Quantities, is embodied in the principle of risk sharing, which compiled and made publicly available tender side of quantities, assume the risks of quantities, tender side the list provided under the tender offer, take the risk ofprice, any one not free to shift the risk factors. To reduce the risk of quantities required quantities of quality and depth of a certain level. Sub-segment of the preparation of quantities to meet the "Bill of Quantities Construction Standards" mandatory. Sub-segment of Quantities should be based on the unity of the provisions of sub-part of the project the project name, measurement units and the project codes and rules for the preparation of engineering calculation. First, prepare to be a complete description of quantities, such as description of all construction drawings for casing pipe through the floor to be, the list describes the content must be related to a detailed description of this: If the material specifications. Second, the list of items to avoid leakage, lack, such as the cable channel is not explicitly grounded construction drawings, construction specifications, but there are clearly defined list of items should be included, according to specification describes the contents and characteristics of the list. Third, the specification of the missing items, such as new materials, have to add settings, enabling it to meet the pricing norms also reflect the special characteristics of new materials. Fourth, measures of work projects and sporadic list of projects should be based on characteristics of the project as well thought out to avoid missing, reducing the process of visa and settlement of wrangling. Fifth, the reserve fundto fully consider the construction drawings depth and quality of quantities and units have been completed with reference to the situation of similar projects set aside a reasonable amount. Sixth, clutching the information unit supervisor for the relevant quantities to obtain the relevant provisions of documents in a timely manner, and the use of correct understanding.Tender documents for the actual work content of the author, the following points to a total of Opinion. First, self-insured for the required purchase of materials, equipment, shall require bidders to specify the brand, construction and supervision prior to recognition by the quality of the construction unit before use. Bidders bid not to specify the brand should have appropriate measures. Second, if tender is structurally similar group of buildings, different building sub-segment of the body of quantities integrated project characteristics and project content should be consistent with the same integrated unit, so as to avoid unnecessary trouble clearing. Third, the contract price in the deal does not include a detailed description of risk for comparison: for example, provides the wind, rain, snow, earthquake, etc. level, scope and size of the other force majeure. Fourth, the tender offer and the text version of the electronic version of the confirmation is inconsistent.2.Strict management of the signing of the contract, increase the contract's executionStrict response to the bidding documents, signed a contract. Implementation of the PRC Ministry of Construction, State Administration for Industry to develop a model textMost units have signed the contract Mixed flow, mixed signature should carefully review the contents of the contract to ensure the integrity of the contents of the contract, reasonable effectiveness and feasibility.The integrity of the contract reflects the power of both parties in the contract, the subject matter of the contract, the implementation time and place, the rights and duties, breach of contract, claims and termination of the contract conditions, etc.; reasonable validity of the contract are reflected in the duration of the feasibility of the project quality grade standards, settlement and other aspects can be implemented. Such as: a transformation of a hotel company, the reasons for the Government meeting, making the duration of the new catering building particularly tight. Moreover, construction drawings, great changes occurred after the tender, only the edges in the construction side, more than 20,000 square meters of construction contract requires 108 days, in which casethe feasibility of the construction unit of the contract period must be very careful . Contract settlement is not only workable in theory, in fact, should also be feasible. Construction contract for a project to determine the price on the change: change of quantities not exceeding the list of sub-section 25% of the project, the implementation has been integrated unit, but the measures cost the same. Change by more than 25%, 25% of the implementation as described above, the above is another part of the settlement method. This billing method is difficult to operate in practice, to the settlement of a lot of work has increased the workload of the invisible.Signed a strict contract, only the strict implementation of the contract effect can be achieved. This requires the construction unit should improve its field management system, site management should be standardized management and strengthen its management capacity constraints. Engineering change, field quantities visa changes caused by project cost overruns are often the main reason. First of all, a good grasp of change management, a reasonable argument to control costs. Both in the construction of the project less than innate factors, such as the design was incomplete, the design depth is not enough overlap problem or design professional materials market is not in stock, etc.; haveacquired factors, the construction unit weak management and supervision units and other organizations, not convergence. In order to increase the project construction unit cost of design changes continue to make an application. For example: a residential building designed for air conditioning condensate water UPVCφ30, the const ruction units to the market there is no such material, size pipes claimed a change UPVCφ50, the resulting material is poor, the hole is too small to expand the hole reserved for the two pen costs, only one building once plus 2 million . In addition, a visa to live strictly off, conditions that do not have a visa, must be resolutely rejected. Visa, should the construction site conditions and detailed description of the project increases, the content, size, and should be carefully documented quantitative; of the increased workload in the field investigation should be based on the sketch, along with dimensioning the engineering calculation formulas and calculations; should be timely visas, visas for non-acceptance of the post. The material construction unit to prevent unreasonable brand, size, grade, type and other aspects of replacement changes. To ensure that the visa and what is actually in line, on-site project management staff must be familiar with the visa before the tender documents and the contents of the tender documents, a clear scope of the contract, do not blindly visa, visa toensure that the scope of accuracy. For the removal of transposition after the installation, utilization of the material should be fully considered; there should be rational to judge who had signed the visa has been engineering quantity, that is simultaneously changed by it?3. completion of the project and detailed balance sheet auditFirst, information on settlement completion of the project to complete. Completion of site management plans must be strictly reviewed and signed. Changes, visa, price should be considered binding settlement document number sequence data, the construction unit for the management of confusion, change the visa number of disorder, caused by the construction unit to facilitate completion of the submitted settlement, the cost varying by changes, the visa is not Report into them. Audit completion settlement officers personally as much as possible to the actual situation on-site survey works to be aware of. Second, audit the balance sheet should strictly implement the rules and regulations by government agencies, according to the construction contract, item by item review. As the project audit settlement of the bill ofquantities preparation as professional as relatively strong, the construction units can choose a good reputation and strong business intermediary for review.Bill of Quantities reasonable low bid to promote the management level of enterprises, improving the overall strength of a good grasp of the Bill of Quantities better way to bring huge economic benefits to the enterprise.工程量清单计价模式下的成本控制摘要:工程量清单计价模式下在工程招标、施工阶段和竣工结算中成本控制重点和方法。

建筑施工质量控制技术外文翻译参考文献

建筑施工质量控制技术外文翻译参考文献

建筑施工质量控制技术外文翻译参考文献1. Zhang, H., Yu, S., & Yang, C. (2019). Research on Quality Control Technology of Construction Engineering. Journal of Wuhan University of Technology. 41(9), 28-33.2. Li, J., & Wang, Y. (2018). Application of Quality Management Technology in Construction Projects. China Construction Science and Technology. 45(2), 60-64.3. Chen, X., & Li, Z. (2017). Quality Improvement Measures and Evaluation Index System for Construction Projects. Construction Engineering Technology and Design. 28(4), 65-70.4. Zhao, Y., & Liu, W. (2016). Study on Quality Control Technology of Construction Engineering based on BIM. Modern Construction Technology. 57(1), 38-42.5. Wang, L., & Zhang, Y. (2015). Application of Lean Construction in Quality Control of Construction Projects. Construction Technology and Economy. 36(6), 45-49.6. Wu, Q., & Xu, H. (2014). Research on Quality Control Technology Innovation of Construction Projects. Journal of Building Materials and Structures. 35(8), 51-55.7. Li, H., & Zhu, L. (2013). Application of Six Sigma in Quality Control of Construction Engineering. China Construction Economy.40(3), 70-75.8. Tang, J., & Guan, J. (2012). Analysis of Quality Control Measures in Construction Engineering. Construction Engineering and Technology. 33(5), 32-37.9. Zhang, G., & Zhang, Q. (2011). Study on Quality Control of Construction Engineering based on PDCA Cycle. Construction Science and Management. 51(9), 47-51.10. Liu, Y., & Wang, X. (2010). Key Points and Methods for Quality Control of Construction Engineering. Building Construction. 42(4), 34-38.。

建筑施工质量控制外文翻译参考文献

建筑施工质量控制外文翻译参考文献

建筑施工质量控制外文翻译参考文献(文档含中英文对照即英文原文和中文翻译)译文:建筑施工过程中质量管理的动机分析和控制方法的研究摘要在建筑施工过程中实施质量管理可以有效地防止在后续建筑产品使用过程中安全事故的发生。

与此同时可以减少建设供应链的总成本,这也有利于增强建筑施工企业的品牌知名度和声誉。

在建筑施工过程中结合质量管理过程和当前建筑施工阶段的主要质量问题,分析了建设过程中的管理动机,将供应链管理与目标管理理念和方法应用到质量管理中,最后提出了具体的质量控制措施。

这些都是为了在建筑施工过程中提高建筑产品的总体质量。

关键字——建筑施工、质量管理、质量动机、控制1.引言调查显示建筑施工企业主要采用现场控制的质量管理模式是预先控制。

大多企业常常使得建筑施工过程中与建设管理中的质量管理相同,他们通常忽略了施工准备阶段质量问题的预防,如供应商的选择、道路的规划和临时设施,这些因素在建筑施工过程中的质量管理上起着至关重要的作用。

建设质量事故频繁发生,引起了许多领域的高度关注,如各级政府部门、施工企业和业主,特别是重庆綦江虹桥的坍塌、五龙的滑坡和洪湖湿地路基施工中的一系列质量安全事故,人们开始对施工质量问题做全方位的思考。

通过研究李秀峰总结归纳了造成工程的质量问题并引入项目质量控制分析方法,Low Sui Pheng 和Jasmine Ann Teo[2] 建立了施工中的质量管理框架来通过经验分析实现项目的质量控制,SangHyun Lee and others[3] 利用系统质量动态结构和变更管理模型的编程方法和控制方法,最终实现了大规模的并行设计和施工项目的管理和控制。

方唐分析了建设项目质量管理的整个过程和控制方法,她认为应该实现对影响建设单位质量的人、材料、机械、方法和环境的完全控制;吴天翔研究出管理因素是影响建设项目质量控制的重要因素,强调了施工过程中需要严格控制的各个方面和整体实现加强管理的需要。

为了解决建设施工过程中的建设质量问题,韩伟建立了一个建筑项目的分析和处理程序。

质量与检测外文文献翻译、中英文翻译、检测检验类外文翻译

质量与检测外文文献翻译、中英文翻译、检测检验类外文翻译

Quality and InspectionAccording to the American Society for Quality Control (ASQC), quality is the totality of features and characteristics of a product or service that bear on its ability to satisfy given needs. The definition implies that the needs of the customer must be identified first because satisfaction of those needs is the “bottom line” of achieving quality. Customer needs should then be transformed into product features and characteristics so that a design and the product specifications can be prepared.In addition to a proper understanding of the term quality, it is important to understand the meaning of the terms quality management, quality assurance, and quality control.Quality management is that aspect of the overall management function that determines and implements the quality policy. The responsibility for quality management belongs to senior management. This activity includes strategic planning, allocation of resources, and related quality program activities.Quality assurance includes all the planned or systematic actions necessary to provide adequate confidence that a product or service will satisfy given needs. These actions are aimed at providing confidence that the quality system is working properly and include evaluating the adequacy of the designs and specifications or auditing the production operations for capability. Internal quality assurance aims at providing confidence to the management of a company, while external quality assurance provides assurance of product quality to those who buy from that company.Quality control companies the operational techniques and activities that sustain a quality of product or service so that the product will satisfy given needs. The quality control function is closest to the product in that various techniques of unsatisfactory sources of quality performance.Many of the quality systems of the past were designed with the objective of sorting good products from bad products during the various processing steps. Those products judged to be bad had to be reworked to meet specifications. If they could not be reworked, they were scrapped. This type of system is known as a “detection correction” system. With this system, problems were not found until the products were inspected or when they were used by the customer. Because of the inherent nature of human inspectors, the effectiveness of the sorting operations was often less than 90%. Quality systems that are preventive in nature are being widely implemented. These systems prevent problems from occurring in the fist place by placing emphasison proper planning and problem prevention in all phases of the product cycle.The final word on how well a product fulfills needs and expectations is given by the customers and users of that product and is influenced by the offering of competitors that may also be available to those customers and users. It is important to recognize that final word is formed over the entire life of the product, not just when it was purchased.Being aware of customers’ needs and expectat ions is very important, as was previously discussed. In addition, focusing the attention of all employees in an enterprise on the customers and users and their needs will result in a more effective quality system. For example, group discussions on product designs and specifications should include specific discussion of the needs to be satisfied.A basic commitment management should be that quality improvement must be relentlessly pursued. Actions should be ingrained in the day-to-day working of the company that recognize that quality is a moving target in today’s marketplace driven by constantly rising customer expectations. Traditional efforts that set a quality level perceived to be right for a product and direct all efforts to only maintain that level will not be successful in the long haul. Rather, management must orient the organization so that once the so--called right quality level for a product has been attained; improvement efforts continue to achieve progressively higher quality levels.To achieve the most effective improvement efforts, management should understand that quality and cost are complementary and not conflicting objectives. Traditionally, recommendations were made to management that a choice had to be made between quality and cost--the so--called tradeoff decision--because better quality inevitably would somehow cost more and make production difficult. Experience throughout the world has shown that this is not true. Good quality fundamentally leads to good resource utilization and consequently means good productivity and low quality costs. Also significant is the higher sales and market penetration result from products that are perceived by customers to have high quality and performance reliability during use.Four basic categories of quality costs are described in the following:(1)Prevention--costs incurred in planning, implementing, and maintaining a quality system that will ensure conformance to quality requirement at economical levels. An example of prevention cost is training in the use of statistical process control.(2)Appraisal—costs incurred in determining the degree of conformance toquality requirements. An example of appraisal cost is inspection.(3)Internal failure—costs arising when products, components, and materials fail to meet quality requirements prior to transfer of ownership to the customer. An example of internal failure cost is scrap.(4)External failure—costs incurred when products fail to meet quality requirements after transfer of ownership to the customer. An example of external failure cost is warranty claims.A problem—solving approach should be followed in seeking quality improvement. The results of any improvement effort will not be permanent unless the root causes of the problems have been found so appropriate (irreversible) corrective action can be implemented.The root cause can be defined as the real cause of a problem. This is often quite different from the apparent cause, which appears after a superficial investigation. A frequently asked question is how to known when the root cause is found and when the investigator is not still being deceived by the apparent cause. A meaning answer is that if the root cause has been found, the problem is able to be turned on and off by adding or removing the cause.Once the root cause has been found, an irreversible corrective action must be implemented so there is no foreseeable situation by which the root cause can return and so permanent improvement results.Although the level of quality control is determined in large part by probability theory and statistical calculations, it is very important that the data collection processes on which these procedures depend be appropriate and accurate. The best statistical procedure is worthless if fed faulty data, and like machining processes, inspection data collection is itself a process with practical limits of accuracy, precision, resolution, and repeatability.All inspection and/or measurement processes can be defined in terms of their accuracy and repeatability, just as a manufacturing process is evaluated for accuracy and repeatability. Controlled experiments can be performed, and statistical measures of the results can be made to determine the performance of a method of inspection relative to the parts to be inspected. Suitability of one or another method can be judged on the basis of standard deviations and confidence levels that apply to each approach as used in a given inspection situation.质量与检测根据美国质量管理协会的定义,质量是产品或服务能够满足规定需求而具有的特性和特征的总和。

招投标文件 毕业设计论文

招投标文件 毕业设计论文

投标文件毕业设计论文中文摘要建筑业是一个民族、一个国家的支柱产业,其耗费的人力、物力、财力相当巨大。

规范建筑市场,使其与国际接轨,让建筑交易市场化,必须实行招投标。

招投标的核心是投标文件的编制。

如何在激烈以及逐渐市场化规范化的投标市场中中标,投标文件的好坏是重要前提。

为此,我在了解了当今招投标的市场形式后,结合《株洲四三O厂职工单身宿舍》项目,对其进行投标文件(商务标)编制。

主要是根据图纸和清单计算规则编制出工程量清单。

再计算出综合单价,得出总价。

通过编制投标文件来体会工程量清单计价的优势和作用。

关键词建筑业投标文件工程量清单外文摘要Title Lin Cheng residential buildingsAbstractThe architecture industry is a pillar industry not only for a national but also for a country, whose consumption of manpower, the physical resource and the financial resource are quite huge. We must invite public bidding to standardize the construction market, which will cause the construction market to connect with the international market and make the building transaction to market. The bidding's core is how to authorize its documentation. For how to bid among the dog-eat-dog and standardized market, the key is to depend on the good or bad documents. Here my analysis on this year's biding marketform is linked with the program "Zhou Zhou 430 buildings " in order to authorize this program's documentation. This thesis is workout that the list for the engineering capacity according to the drawing and calculational formula, then to figure out the general unit price till total prices. You can realize the details of engineering capacity's advantage and effect from the authorized bidding documentation in this thesis.Keywords architecture industry; biding documentation; details of the engineering capacity前言毕业设计是大学本科教育培养目标实现的重要阶段,是毕业前的综合学习阶段,是深化、拓宽、综合教和学的重要过程,是对大学期间所学专业知识的全面总结。

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。

内部控制外文翻译

内部控制外文翻译

外文翻译原文来源:R es e a r ch P a p e r, J u l y2009,S o c i al S c i en c e R e s ea r c hN e t w o rk中文译文:内部控制透视:理论与概念学院专业姓名学号指导教师年月日内部控制透视:理论与概念环境需要新的业务控制变量不为任何潜在的股东和管理人士的响应因子为1,另外应执行/她组织了一个很大的控制权。

控制是管理活动的东西或以上施加控制。

思想的产生和近十年的发展需要有系统的商业资源和控制这种财富一个新的关注。

主题之一热一回合管制的商业资源是分析每个控制成本效益。

作为内部控制和欺诈的第一道防线,维护资产以及预防和侦查错误。

内部控制,我们可以说是一种控制整个系统的财务和其他方面的管理制定了为企业的顺利运行;它包括内部的脸颊,内部审计和其他形式的控制。

COSO的内部控制描述如下。

内部控制是一个客观的方法用来帮助确保实现。

在会计和组织理论,内部控制是指或目标目标的过程实施由组织的结构,工作和权力流动,人员和具体的管理信息系统,旨在帮助组织实现。

这是一种手段,其中一个组织的资源被定向,监控和测量。

它发挥着无形的(重要的作用,预防和侦查欺诈和保护组织的资源,包括生理(如,机械和财产)和乙二醇,声誉或知识产权,如商标)。

在组织水平,内部控制目标与可靠性的目标或战略的财务报告,及时反馈业务上的成就,并遵守法律,法规。

在具体的交易水平,内部控制是指第三方采取行动以实现一个具体目标(例如,如何确保本组织的款项,在申请服务提供有效的。

)内部控制程序reduce程变异,导致更加具有可预见性outcomes。

在业务实体内部控制也被称为业务控制。

它们是日常的工具使用的经理。

所有管理人员使用的内部控制,以帮助确保他们的经营单位,按照计划,他们使用的方法-政策、程序、组织设计和身体的障碍构成。

内部控制是对以下组合: 1、财务控制 2、其他控件。

根据内部控制研究所印度特许会计师是该组织计划和所有的方法和程序,通过了包括一个由管理机构,以协助实现业务管理的目的是确保尽可能高效有序进行可能的坚持管理政策,对资产的安全护卫预防和信息检测欺诈行为和错误的准确性和完整性的财务会计的可靠记录,及时编制,控制系统内部的事务以外延伸涉及到会计系统的功能。

工程造价专业毕业外文文献、中英对照

工程造价专业毕业外文文献、中英对照

工程造价专业毕业外文文献、中英对照中文翻译:工程造价专业毕业外文文献工程造价专业是一种重要的工程技术专业,主要负责工程投资的评估、选择和控制工程项目成本,以及项目质量、进度和安全。

因此,工程造价专业需要具备丰富的知识和技能,包括工程建设、经济学、管理学、数学、统计学等方面。

为了提高工程造价专业学生的综合能力,学习外文文献是不可或缺的步骤。

本文将介绍几篇与工程造价专业相关的外文文献,并提供中英文对照。

1)《The Role of Quantity Surveyors in Sustainable Construction》该文研究了数量调查师在可持续建筑中的作用,并深入探讨了数量调查师在项目的可持续性评估、营建阶段和运营阶段的角色和责任。

该文指出,数量调查师可以通过成本控制、资源利用、和材料选择等方面促进可持续建筑的发展,为未来可持续发展提供支持。

中文翻译:数量调查师在可持续建筑中的作用2)《Cost engineering》该文研究了造价工程的理论和实践,并提供了一系列工具和方法用于项目成本的控制和评估。

该文还深入探讨了工程造价和项目管理之间的关系,并提供了一些实用的案例研究来说明造价工程的实际应用。

中文翻译:造价工程3)《Construction cost management: learning from case studies》该文通过案例分析的方式来探讨建筑项目成本管理的实践。

该文提供了多个案例研究,旨在向读者展示如何运用不同的方法来控制和评估项目成本,并阐述了思考成本问题时需要考虑的多个因素。

中文翻译:建筑项目成本管理:案例学习4)《Project Cost Estimation and Control: A Practical Guide to Construction Management》该书是一本实用指南,详细介绍了在工程起始阶段进行项目成本估算的方法和技巧,以及如何在项目执行阶段进行成本控制。

外文翻译

外文翻译

井冈山大学外文翻译题目施工组织设计与施工图预算学院建筑工程学院专业工程管理姓名谭智强学号90617008指导教师夏振华2012年11月20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。

建筑类相关外文翻译

建筑类相关外文翻译

关于建筑工程施工阶段的质量控制施工是形成工程项目实体的过程,也是形成最终产品的重要阶段。

所以,施工阶段的质量控制是工程项目质量控制的重点。

本文将主要对建筑工程施工阶段质量控制的内容进行分析,就如何加强施工阶段的质量控制提出一些看法。

1.建筑工程项目施工阶段质量控制的工作程序在建筑工程项目的施工阶段过程中,为了保证建筑工程项目的施工质量,应对建筑工程建设生产的实物进行全方位、全过程的质量监督和控制。

它包括事前的建筑工程项目施工准备质量控制、事中的建筑工程项目施工过程中的质量控制、以及事后的各单项及整个工程项目完成后,对建筑工程项目的质量控制。

以上系统控制的三大环节,并不是孤立和截然分开的,他们之间构成有机的系统过程。

2.施工阶段质量控制为了加强对施工项目的质量控制,明确各施工阶段质量控制的重点,可把施工项目质量控制分为事前控制、事中控制和事后控制三个阶段。

2.1 事前控制事前控制是指建筑工程项目施工前准备工作的质量控制。

具体应做到以下几点。

2.1.1 根据该建筑工程项目的的坐落方位及占地面积,对施工项目所在地的自然条件和技术经济条件进行调查,选择施工技术与组织方案,并以此作为施工准备工作的依据。

项目部有针对性的组织施工队伍及相关人员进行施工准备工作,充分发挥组织的技术和管理方面的整体优势,把长期形成的先进技术、管理方法和经验智慧,创造性地应用于工程项目。

2.1.2 对建筑工程项目所需的原材料质量进行事前控制,是建筑工程项目施工质量控制的基础。

首先要求施工企业在人员配备、组织管理、检测方法以及手段等各个环节加强管理,明确所需材料的质量要求和技术标准,尤其是加强对建筑工程项目关键材料如水泥、钢材等的控制。

对于这些关键材料,要有相应的出厂合格证、质量检验报告、复验报告等等,对于进口材料,还要有商检报告及化学成分分析,凡是没有产品合格证明及检验不合格的材料不得进场,同时加强材料的使用认证,防止错用或使用不合格的材料。

施工组织设计外文翻译参考文献

施工组织设计外文翻译参考文献

施⼯组织设计外⽂翻译参考⽂献施⼯组织设计外⽂翻译参考⽂献(⽂档含中英⽂对照即英⽂原⽂和中⽂翻译)施⼯组织设计的重要性摘要:建筑⼯程在施⼯过程中,施⼯组织⽅案的优劣不仅直接影响⼯程的质量,对⼯期及施⼯过程中的⼈员安全也有重要影响。

施⼯组织是项⽬建设和指导⼯程施⼯的重要技术经济⽂件。

能调节施⼯中⼈员、机器、原料、环境、⼯艺、设备、⼟建、安装、管理、⽣产等⽭盾,要对施⼯组织设计进⾏监督和控制,才能科学合理的保证⼯程项⽬⾼质量、低成本、少耗能的完成。

关键词:项⽬管理施⼯组织⽅案重要性施⼯组织设计就是对⼯程建设项⽬整个施⼯过程的构思设想和具体安排,是施⼯组织管理⼯作的核⼼和灵魂。

其⽬的是使⼯程速度快、质量好、效益⾼。

使整个⼯程在施⼯中获得相对的最优效果。

1.编制施⼯组织设计重要性的原因建筑⼯程及其施⼯具有固定性与流动性、多样性与单件性、形体庞⼤与施⼯周期长这三对特点。

所以,每⼀建筑⼯程的施⼯都必须进⾏施⼯组织设计。

这是因为:其它⼀般⼯业产品的⽣产都有着⾃⼰固定的、长期适⽤的⼯⼚。

⽽建筑施⼯具有流动性的特点,不可能建⽴这样的⼯⼚,只能是当每⼀个建筑⼯程施⼯时,建⽴⼀个相应的、临时性的,如同⼯⼚作⽤性质的施⼯现场准备,即⼯地。

施⼯单件性特点与施⼯流动性特点,决定了每⼀建筑⼯程施⼯都要选择相应的机具和劳动⼒组织。

选择施⼯⽅法、拟定施⼯技术⽅案及其劳动⼒组织和机具配置,统称为施⼯作业能⼒配置。

施⼯周期的特点,决定了各种劳动⼒、机具和众多材料物资技术的供应时间也⽐较长,这就产⽣了与施⼯总进度计划相适应的物资技术的施⼯组织设计内容。

由此可见,施⼯组织设计在项⽬管理中是相当重要的。

2.施⼯组织设计⽅案的重要性建筑产品作为⼀种商品,在项⽬管理中⼯程质量在整个施⼯过程中起着极其重要的作⽤。

⼯程建设项⽬的施⼯组织设计与其⼯程造价有着密切的关系。

施⼯组织设计基本的内容有:⼯程概况和施⼯条件的分析、施⼯⽅案、施⼯⼯艺、施⼯进度计划、施⼯总平⾯图。

工程施工管理专业外文文献翻译中英文

工程施工管理专业外文文献翻译中英文

xxxxxx大学本科毕业设计外文翻译Project Cost Control: the Way it Works工程本钱控制:它的工作方式学院〔系〕:xxxxxxxxxxxx专业:xxxxxxxx学生姓名:xxxxx学号:xxxxxxxxxx指导教师:xxxxxx评阅教师:完成日期:xxxx大学工程本钱控制:它的工作方式在最近的一次咨询任务中,我们意识到对于整个工程本钱控制体系是如何设置和应用的,仍有一些缺乏理解。

所以我们决定描述它是如何工作的。

理论上,工程本钱控制不是很难跟随。

首先,建立一组参考基线。

然后,随着工作的深入,监控工作,分析研究结果,预测最终结果并比拟参考基准。

如果最终的结果不令人满意,那么你要对正在进展的工作进展必要的调整,并在适宜的时间间隔重复。

如果最终的结果确实不符合基线方案,你可能不得不改变方案。

更有可能的是,会 (或已经) 有围变更来改变参考基线,这意味着每次出现这种情况你必须改变基线方案。

但在实践中,工程本钱控制要困难得多,通过工程数量无法控制本钱也证明了这一点。

正如我们将看到的,它还需要大量的工作,我们不妨从一开场启用它。

所以,要跟随工程本钱控制在整个工程的生命周期。

同时,我们会利用这一时机来指出几个重要文件的适当的地方。

其中包括商业案例,请求〔资本〕拨款〔执行〕,工作包和工作分解构造,工程章程(或摘要),工程预算或本钱方案、挣值和本钱基线。

所有这些有助于提高这个组织的有效地控制工程本钱的能力。

业务用例和应用程序(执行)的资金重要的是要注意,当负责的管理者对于工程应如何通过工程生命周期展开有很好的理解时,工程本钱控制才是最有效的。

这意味着他们在主要阶段的关键决策点之间行使职责。

他们还必须识别工程风险管理的重要性,至少可以确定并方案阻止最明显的潜在风险事件。

在工程的概念阶段•每个工程始于确定的时机或需要的人。

通常是有着重要性和影响力的人,如果工程继续,这个人往往成为工程的赞助。

ISO QS TQM三者的定义及关系

ISO QS TQM三者的定义及关系

ISO QS TQM三者的定义及关系ISO是一个组织的英语简称。

其全称是International Organization for Standardization, 翻译成中文就是“国际标准化组织”。

ISO是世界上最大的国际标准化组织。

它成立于1947年2月23日,它的前身是1928年成立的“国际标准化协会国际联合会”(简称ISA)。

他如IEC 也比较大。

IEC即“国际电工委员会”,1906年在英国伦敦成立,是世界上最早的国际标准化组织。

IEC主要负责电工、电子领域的标准化活动。

而ISO负责除电工、电子领域之外的所有其他领域的标准化活动。

ISO 宣称它的宗旨是“在世界上促进标准化及其相关活动的发展,以便于商品和服务的国际交换,在智力、科学、技术和经济领域开展合作。

ISO 现有117个成员,包括117个国家和地区。

ISO的最高权力机构是每年一次的“全体大会”,其日常办事机构是中央秘书处,设在瑞士的日内瓦。

中央秘书处现有170名职员,由秘书长领导。

*质量管理体系:ISO9000*环境管理体系:ISO14001:1996*职业安全卫生管理体系:OHSAS18001质量管理体系、环境管理体系和职业安全卫生管理体系既有个性又有共性,二十一世纪的管理趋势是将这三个管理体系同时运用在企业的日常管理中,以达到经济效益、社会效益、环保效益的共同实现。

三个管理体系的共同点是对损失的控制管理。

损失控制管理可以被视为把诸如质量、环境、保安、安全、卫生等管理课题综合起来,针对所有可能导致损失的置身环境和公司运作的关健地方施加管理。

这是一项有系统的工作,在于找出潜在的损失,评估风险,对适当的控制作出决定,实行损失控制系统并对之进行监测。

QS是质量安全英文quality safety的缩写QS”要为食品安全把关石家庄市质量技术监督局监督处的曹庆芳负责食品准入方面的工作,这一段时间成了大忙人。

11月25日,她接受记者采访时说:“国家将逐步对各类食品实行质量安全市场准入制度,我们石家庄的米、面、油、醋、酱油企业的申报工作将在这个月底结束。

浅谈国际工程管理的几个要点-lu

浅谈国际工程管理的几个要点-lu

浅谈国际工程管理的几个要点陆红花摘要本文结合国际工程的特点,提出了国际工程管理的几个要点:风险分析和投标报价、市场前期调查、以项目经理为核心的高效的项目管理团队、合同管理的实施,结合实例简单介绍了一些海外项目管理经验。

关键词:国际工程管理项目项目管理合同管理索赔AbstractThis article analyses the characteristics of international project, presents some of the essentials of international project management: risk analysis, bidding and quotation, pre-investigation of construction market in local country where the project performed, projectized organization structure of project management team with the core --project manager, performance of contract management. This paper also briefly introduces some experiences of overseas project management combining with examples.Keywords:International Project Management Project Project Management Contract Management Claim国际工程是国际化的工程项目,除具有一般工程项目的一次性、独特性、复杂程度高、耗费资金多、工程建设周期长、利益相关者众多等特点外,更有其独有的特点。

国际工程是跨国的经济活动,涉及到工程技术、国际贸易、金融汇兑、风俗文化、民族宗教、政治风险及国家法律法规等诸方面的因素,是一项多因素、多目标的系统工程。

变电站中英文资料对照外文翻译文献综述

变电站中英文资料对照外文翻译文献综述

变电站中英文资料对照外文翻译文献综述XXXns are an essential part of electrical power systems。

servingas the interface een high-voltage n lines and lower-voltage n lines。

They play a critical role in XXX homes。

businesses。

and industries.Types of nsThere are several types of ns。

including n ns。

n ns。

and customer XXX to the end-users and step down the voltage for n to XXX a single customer or group of customers.XXXns consist of us components。

including transformers。

circuit breakers。

switches。

XXX are used to step up or step down thevoltage of the electricity。

XXX are used to control the flow ofXXX to the system.XXXXXX stages。

including site n。

layout design。

equipment n。

XXX n lines。

land availability。

and environmental ns。

The layout design involves determining the placement of equipment。

XXX appropriate transformers。

circuit breakers。

and other components。

外文翻译----浅析沥青混凝土路面的施工质量控制

外文翻译----浅析沥青混凝土路面的施工质量控制

附录Asphalt Concrete Pavement Construction Quality ControlLi Gang, low IncomeAbstractThis paper is the combination of highway pavement maintenance based on the work, by analyzing the formation mechanism of asphalt concrete pavement, asphalt pavement during the construction period on how the construction quality control issues to present their views and experiences, to prevent the development of Pavement Distress on the current asphalt concrete pavement by the phenomenon of high incidence of disease has a certain reference.Keywords: Highway; asphalt concrete pavement; Construction Quality Control1 A road surface disease and major hazards1.1 surface pitsHighway pavement surface pits is the earliest of the disease, especially in the rainy season. Likely to cause road bumps, the high speed of the car and the large tonnage of the vehicles, the larger the depth of deep trenches and even endanger traffic safety. In addition there are destructive pit road development, the so-called "do not fill a hole, big hole to suffer."1.2 Pavement Rutting and own packagePavement rutting season usually occurs in high temperature, especially after the hot season will still be within one month of development.Owned by packages in two situations: First, and pavement rutting the same timeand place; Second, in the individual sections of a small area (area ≤ 6m2) occurred.Pavement rut and own package is mainly caused by car bumps; rain will cause water in the street, reducing pavement skid resistance, thereby endangering traffic safety.1.3 Pavement CracksPavement cracks occurred mainly in winter, with transverse cracking. Performance in the rain season, the most obvious, or even jack pulp phenomenon. Crack key hazards are as follows: First, the formation of surface pits is easy; Second, surface water would seep into the surface layer of the internal and road base, pavement damage.1.4 pavement cracks and loosePavement cracks and loose most evident in the winter. In the rainy season, especially in cold weather, rain season, the road tends to form cracks and loose a large area (area ≥ 1m2) of trenches and pump slurry, together with infiltration of surface water within the surface layer and the road base, threatening the entire pavement structure .1.5 Pavement BleedingBleeding caused by road pavement skid resistance is mainly down, for a motor vehicle traveling on the highway, down the road skid resistance led directly to the brake and steering performance degradation, endangering traffic safety.2 Formation Mechanism of Pavement Distress2.1 surface pitsThe formation of surface pits is because of water damage. In a lot of fast traffic load, tire position and the hydrodynamic pressure generated by vacuum suction from the surface will result in gravel asphalt concrete flaking out, or cause weathered stone, gravel and so crushing strength difference. Through the cycles, the formation of pits.A lot of impurities in the aggregate, gravel aggregate pro-poor quality and poor sections of this oil is most obvious. Also, if road loose, cracked, old and new pavement cracks and joints, poor road handling, pit has also greatly increased the likelihood.2.2 Pavement Rutting and own packagePavement rutting and the formation of complicated ownership package, mainly the following aspects: First, the destructive effects of overloaded vehicles; second, high temperature stability of asphalt concrete road surface worse.The former is caused by a key factor in pavement rutting. In accordance with the Ministry of Transportation design and technical specifications related to testing standards, the pavement load for the rear axle load 100kN, tire pressure is 0.75MPa. But this year, nationwide auto gauge control work, before driving on the highway most of the large trucks for more than 30% overrun, and some even as high as 180KN, tire pressure up to 1.1MPa.High temperature stability of asphalt concrete road surface is poor, particularly in like 2003 and this continued under the influence of high temperature, surface temperature is often above 70 ℃, then the internal, such as road surface temperatures in the surface layer of a higher and longer duration . The main role of the middle layer is a permanent deformation and ruttingresistance, according to Chinese and U.S. scientists study shows that: Rut is the main part of the road surface 5cm-10cm.For semi-rigid pavement, if the primary does not damaged, then the rutting in asphalt concrete pavement is to generate the. The road surface temperature stability are the main reasons are the following aspects: high oil content of asphalt concrete, asphalt sensitive to temperature, too few or broken coarse aggregate caused by lack of interlocking forces face down, Fine Aggregate excessive amount of river sand, asphalt concrete compaction can not meet the requirements and so on.The reasons for the formation of road owned package addition to the above aspects, there are two reasons: First, the heterogeneity of road construction; second, poor road surface roughness. Both rough driving in the car, because cars under impact, likely to cause pavement depression. And this depression is the "Matthew Effect", depression after high-speed automobile road will have greater impact, while the larger the impact will be greater depression.2.3 Pavement CracksPavement cracks are mainly two: one is the shrinkage of asphalt concrete pavement cracks; a Pavement cracking is a result of reflection cracks. As the ductility of asphalt concrete is superior to semi-rigid base, especially in cement stabilized base. As long as the extension of their degree of asphalt and asphalt concrete to meet the design requirements of the oil content, the temperature cracks generally occur less and less effect. I come into contact with the highway pavement cracks, especially in transverse fractures, mainly reflective cracking.As the basis for asphalt concrete pavement, cement stabilized base with flexural strength requirements. However, the specific construction and qualitycontrol process also must be strict control of its cement consumption, meeting design demands strength of the premise, as far as possible reduce the amount of cement, thereby reducing the occurrence of reflective cracks and reduce the crack width.2.4 The pavement cracks and loosePavement cracking is mainly caused due to structural damage. If not meet the design requirements of grassroots flexural strength; or under the limit vehicles, primary loads exceeding the design load, the grassroots will be destroyed.Loose road surface itself is usually the reason, impurities such as aggregates, oil pro-poor aggregates, asphalt concrete oil-less so.2.5 Pavement BleedingAsphalt concrete pavement weeping mainly high in oil content, aggregate interlocking due to insufficient strength of asphalt and fine aggregate on the pan due.3 of road construction quality controlQuality control is a key construction process work. FIDIC provisions in accordance with the relevant technical specifications and the Ministry of Communications is a comprehensive and systematic work. In this article, the writer for the disease on some major aspects of the road a little about their own experiences.3.1 Selection and storage of raw materials3.1.1 AggregatePavement construction aggregate consumption of a large, 12000t/km above.So choose a suitable aggregate in control of the production costs and improve the quality of construction is important. Special attention should be on aggregate following matters:3.1.1.1 In the same layer, the aggregate materials and ingredients should be as consistent as possible, so as to ensure the uniformity of the structure layer.3.1.1.2 Aggregate weathering conditions and sediment content should be strictly controlled, particularly in the surface layer of material, "a mud hole is a" clean aggregate level, directly affect the conservation effort.3.1.1.3 Aggregate surface directly affect the pH of aggregate and asphalt adhesion. Therefore, in the choice of surface materials and asphalt together must take into consideration, the two must meet each other in order to achieve good results.3.1.1.4 Primary general construction with continuous mixing, which requires the storage of primary aggregates and stacked to be carried out strictly in accordance with specifications, to prevent segregation. Can guarantee the uniformity of base construction.3.1.1.5 Aggregate stack space necessary to do the site hardening and different specifications of the work piling up aggregate segregation.3.1.2 Binder binder means: Cement Stabilized surface layer of cement and asphalt. Both are key materials in road construction.3.1.2.1 Cement requirements: low heat of hydration to reduce the primary crack; retarded to meet the construction schedule; stability is to ensure that grass-roots strength.3.1.2.2 more stringent requirements on the asphalt, and some indicators of mutual restraint, many times in the test and design to achieve the best results.Specific such as: high temperature stability requirements in order to ensure consistency of high and low temperature sensitivity, in order to ensure consistency requirement of low temperature cracking resistance and low temperature sensitivity. Different regions and different aggregates will make different demands on the asphalt, it should be according to local conditions, choose a good pitch.3.2 Mix DesignPavement mix design is the key to many factors must be considered. This article will mix the surface layer should be based on, the following features layers to design.3.2.1 Mix Design grassroots cement dosage should be strictly controlledDesigned to meet the minimum strength of the premise, to minimize the amount of cement.3.2.2 good gradingGrass-roots base material mix design and construction machinery should be the case do aggregate grading design, so that the final produced good grass-roots level mixture distribution.3.2.3 The following layerMainly subjected to various stresses, including compressive stress and shear stress. Should be a higher consistency of asphalt and aggregate gradation good.3.2.4 in the surface layerPrimary role is the resistance to permanent deformation or rutting, also asked a good anti-seepage performance. Therefore, when the mix design should pay attention to the issue of oil content, oil content can decrease the surfacelayer of anti-rutting performance, too low will affect the seepage features. Accompanied in the aggregate should be increased very aggregate amount of more than 10mm to improve the asphalt concrete interlocking force, thereby enhancing the anti-rutting performance. To reduce porosity, improve seepage performance, consider the following to improve 5mm, 2.36mm or even less amount of fine aggregate.3.2.5 Top SurfaceMain function is to provide a sliding car, flat surface. While the top layer and atmospheric exposure, most affected by temperature, low temperature cracking resistance of its most demanding. Therefore, consistency should be little above the layer of asphalt. At the same time should be strictly controlled asphalt content and fine aggregate, prevent the opening of the road weeping. Above the floor to pick a good set of hydrophobic material, to enhance the hydrophobicity of aggregates, experienced construction unit will use cement as a filler. However, a large amount of cement will often bring a decline in low-temperature cracking resistance, the design should be strictly controlled.3.3 Construction3.3.1 Construction of Test Road Test section of the role is very important to obtain the following test results section.3.3.1.1 Verify whether the mix design and construction requirements to meet.3.3.1.2 Compaction requirements to meet the compaction times and with this number corresponds to the compaction coefficient.3.3.1.3 Operation in mechanical with the number and type, determine the maximum efficiency and cost-effective in controlling the mechanicalcombination.3.3.2 DeflectionBefore construction of the embankment and sub-base for deflection detection, can not meet the requirements of section deflection must be processed.3.3.3 Mixing strict calibration measurement parametersMixing the materials to ensure uniformity.3.3.4 ensure that the machinery of normal useWhen the hybrid materials and the materials and paving, rolling and curing time. Base construction paving and rolling if not promptly, once after a final setting of cement is still rolling, it will be the final setting of cement or grass-roots can not crack.3.3.5 healthCement Base in a timely manner after completion of construction health, which can effectively reduce shrinkage cracks.3.3.6 Bond strengthLayer and through the layer under the seal and the surface layer of the primary bond between the ability to have great impact bonding solid surface and base, levels of driving thrust of the primary can be effectively delivered.3.3.7 Surface treatmentSurface before construction of the primary crack has been found to process, to shop glass fiber grid method for processing.3.3.8 Regular inspectionAlthough batch mixing with asphalt concrete, asphalt, filler and aggregates of different sizes are individually weighed. But they still had regular tests toensure the accuracy of the amount of various materials.3.3.9 Paving temperature and rolling temperature controlPaving mixture of good temperature control, to avoid mixture of Segregation in the paving process. Mixture in rolling, the temperature is too high and too low are difficult to meet the design degree of compaction and air voids.3.3.10 Pavement smoothness control should be started from the grassrootsThis will not only ensure the best results to the top layer of the flatness, but also avoid the flatness Ershi to meet a larger surface thickness occurring mutations.4ConclusionAsphalt Pavement are many reasons for the formation, but the construction quality is the main reason for the formation of disease. Construction and maintenance of our often disjointed, construction teams generally responsible for the quality of construction and one year defects liability period of conservation. The disease appears in a lot of asphalt pavement quality defects liability period, these diseases are generally more difficult the problem back to the construction team.In the road construction process, some construction companies, and even supervision units, construction of the road have some misunderstanding, mainly as follows:(1) re-surface layer, and that it in fact semi-rigid pavement of the main bearing structure is the grassroots, grass roots in the fundamental role played pavement structure;(2) above the layer of heavy, light, the following layer, the road surfacestructure, the upper, middle layer of each of the following division of their duties, not favoritism. Only three have full play to their effectiveness, to achieve the best results;(3) re-combination of materials, lightweight aggregate, aggregate in the pavement structure is the main force in the asphalt concrete pavement, the aggregate interlocking force on the asphalt concrete stress plays a very important role. Aggregate as to material, its selection, processing and storage have to be strict checks to ensure the quality of roads.References[1] Bowering RH, Martin CL. Foamed bitumen: production and application of mixtures, evaluation and performance of pavements. In: Proceedings of the association of asphalt paving technologists,vol.45;1976.p.453-73[2] Ruckel PJ, Acott SM, Bowering RH. Preparation of design mixes and treatment of test specimens. Transport Res 1983;911:88-95[3] Nataatmadja A. some characteristics of foamed bitumen mixes. Transport Res 2001;1767:120-5译文浅析沥青混凝土路面的施工质量控制李刚罗利芳摘要本文是作者在结合高速公路路面养护工作的基础上,通过分析沥青混凝土路面病害形成机理,对沥青路面施工期间如何进行施工质量控制的问题提出自己的看法和体会,以预防路面病害的发展,对目前预防沥青混凝土路面病害高发现象具有一定的借鉴意义。

仓储物流外文文献翻译中英文原文及译文2023-2023

仓储物流外文文献翻译中英文原文及译文2023-2023

仓储物流外文文献翻译中英文原文及译文2023-2023原文1:The Current Trends in Warehouse Management and LogisticsWarehouse management is an essential component of any supply chain and plays a crucial role in the overall efficiency and effectiveness of logistics operations. With the rapid advancement of technology and changing customer demands, the field of warehouse management and logistics has seen several trends emerge in recent years.One significant trend is the increasing adoption of automation and robotics in warehouse operations. Automated systems such as conveyor belts, robotic pickers, and driverless vehicles have revolutionized the way warehouses function. These technologies not only improve accuracy and speed but also reduce labor costs and increase safety.Another trend is the implementation of real-time tracking and visibility systems. Through the use of RFID (radio-frequency identification) tags and GPS (global positioning system) technology, warehouse managers can monitor the movement of goods throughout the entire supply chain. This level of visibility enables better inventory management, reduces stockouts, and improves customer satisfaction.Additionally, there is a growing focus on sustainability in warehouse management and logistics. Many companies are implementing environmentally friendly practices such as energy-efficient lighting, recycling programs, and alternativetransportation methods. These initiatives not only contribute to reducing carbon emissions but also result in cost savings and improved brand image.Furthermore, artificial intelligence (AI) and machine learning have become integral parts of warehouse management. AI-powered systems can analyze large volumes of data to optimize inventory levels, forecast demand accurately, and improve operational efficiency. Machine learning algorithms can also identify patterns and anomalies, enabling proactive maintenance and minimizing downtime.In conclusion, warehouse management and logistics are continuously evolving fields, driven by technological advancements and changing market demands. The trends discussed in this article highlight the importance of adopting innovative solutions to enhance efficiency, visibility, sustainability, and overall performance in warehouse operations.译文1:仓储物流管理的当前趋势仓储物流管理是任何供应链的重要组成部分,并在物流运营的整体效率和效力中发挥着至关重要的作用。

高层建筑施工外文文献及翻译

高层建筑施工外文文献及翻译

高层建筑施工外文文献及翻译高层建筑施工是一项复杂而具有挑战性的工作。

为了更好地理解和应对该领域的问题,研究现有的外文文献可以提供有价值的信息。

下面是一些关于高层建筑施工的外文文献和翻译摘要。

文献1: "高层建筑结构设计原则"这篇文献介绍了高层建筑结构设计的原则和要点。

作者强调了结构设计的重要性,包括选择适当的材料和结构类型,以及考虑建筑物在不同荷载和环境条件下的行为。

文献中还提到了一些常见的设计挑战和解决方法,如减震设计和风荷载控制。

文献2: "高层建筑施工管理的关键问题"该文献探讨了高层建筑施工管理中的关键问题。

作者阐述了施工计划和进度管理、质量控制、安全管理等方面的挑战,并提出了相应的解决方法。

文献还讨论了人力资源和团队管理在高层建筑施工中的重要性,以及一些管理方法和工具的应用。

文献3: "高层建筑施工的环境影响评估"这篇文献关注了高层建筑施工对环境的影响评估。

作者介绍了一些常见的环境影响类型,如噪声、震动和空气污染,并探讨了它们对周围环境和人类健康的潜在影响。

文献中还提到了一些评估方法和控制措施,以减少施工对环境的不良影响。

文献4: "高层建筑施工的创新技术与趋势"该文献介绍了高层建筑施工中的创新技术和趋势。

作者讨论了在设计、施工和运营阶段中的一些新技术应用,如BIM(Building Information Modeling)和智能建筑管理系统。

文献还探讨了未来高层建筑施工可能的发展方向和挑战。

以上是几篇关于高层建筑施工的外文文献和翻译摘要。

通过学习这些文献,我们可以更深入地了解高层建筑施工的关键问题、设计原则和环境影响评估等方面的知识,并为解决实际工作中的挑战提供启示。

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本文献来源于:[1] 董祥. 土木工程英语. 2010(9):145-151质量控制和安全施工1在施工中存在的质量和安全问题质量控制和安全问题对项目经理来说变得越来越重要。

施工过程中的设备缺陷或故障可能会导致非常大的成本。

即使有轻微缺陷, 也可能需要重新建设使设施运营受损。

导致成本的增加和延误结果。

在最坏的情况下,故障可能导致人身伤害甚至死亡。

在施工过程中的事故可能导致人身伤害和巨大的花费。

保险,检验和监管的间接成本迅速增加,会导致直接成本的增加。

好的项目经理应尽量确保在第一时间完成任务,并且在工程中没有重大事故发生。

随着成本的控制,关于已完成设施的质量的最重要的决策是在设计和规划阶段,而不是在施工阶段。

正是在该组件的配置,材料规格和功能性能这些初步阶段而决定的。

施工过程中的质量控制主要是确保其是否符合原先的设计和规划决策。

虽然符合现有的设计决策是质量控制的首要重点,但也有例外的情况。

第一,不可预见的情况下,错误的设计决策或希望通过在设备功能的所有者权益变动,可能在施工过程中要求对设计决策进行重新评估。

虽然这些变化可能是出于关心质量,但他们意味着随之而来的所有目标和限制因素都要进行重新设计。

至于第二种情况,一些明智且适当的设计决策就是取决于施工过程本身,例如,一些隧道要求在不同的位置作出一定数量支护的方法,就是根据土壤条件,观察在隧道里面的过程而做出的决策。

由于这样的决定是基于有关工地的实际情况,因此该设施的设计可能会更符合成本效益的结果。

任何特殊的情况下,重新设计的施工过程中都需要考虑各种因素。

在施工过程中以讲究一致性作为质量的衡量标准,质量要求的设计和合同文件中的说明将变得极为重要。

质量要求应该是明确的、可验证的,能使项目中的各方都能够理解的一致性要求。

本章的大部分讨论均涉及到发展和建设的不同质量要求,以及确保符合性的相关问题。

建设项目中的安全性也在很大程度上影响到规划设计过程中的决策。

一些设计或施工计划本身就是又危险又很难实现的,而其他类似的计划,则可以大大降低事故发生的可能性。

例如,从施工区域内修复巷道使得交通分道行驶可以大大降低意外碰撞的可能性。

除了这些设计决策,在施工过程中安全在很大程度上取决于教育,提高警惕,合作。

工人应对可能发生意外保持时刻警惕,避免不必要的风险。

2组织的质量和安全在施工过程中,各种不同的组织均可对质量和安全进行控制。

一个常见的模式是由一个组负责质量保证而另一个组则主要负责集团内的安全组织。

在大型的组织中,各部门致力于确保质量和安全,可能会指定专人来承担这些具体项目的责任。

对于较小的项目,项目经理或助理可能会承担相应责任。

在任一情况下,确保安全和质量建设是项目经理在除人事、成本、时间和其他管理问题以外必须重点关注并全面负责的。

检查人员和质量保证人员将代表各种不同的组织共同参与一个项目。

跟项目直接相关的各方都可能有自己的质量和安全检查,包括业主,工程师/设计师,和各种构造公司。

这些检查员可以从专业的质量保证机构组织选择担任。

除了现场检查,材料样品通常会由专门的实验室测试,以确保其权威性。

为了保证符合监管要求,相关部门也将参与其中。

常见的例子是当地政府建设部门的督察,环境机构,和职业健康与安全机构。

美国职业安全与健康管理局(OSHA)与获批准的国家检验机构合作,定期对工作场所进行实地考察。

OSHA的检查人员必须依法对所有违背标准的行为进行采证。

以保障安全标准规定的各种机械措施和程序; 例如,梯子的安全有超过140个法规。

在极端不符合标准上面法规的情况下,安全检查员可以停止在一个项目的工作。

然而,只有一小部分的建筑工地是由OSHA督察巡视的,大多数施工现场的事故并非由违反现有标准造成的。

因此,安全问题在很大程度上应由现场管理人员而非公共督察负责。

而施工过程中的众多参与者都需要检查人员的服务,也不能过于强调检查人员只检查质量控制的过程。

好的质量控制应该是一个项目团队所有成员的首要目标。

管理者应承担维护和提高质量控制的责任。

员工参与质量控制包括引入了新的思路都应该被奖励。

最重要的是,质量改进可以作为提高生产率的催化剂。

良好的质量控制可以通过提出新的工作方法,避免返工,并避免长期的问题,达到自给自足。

业主应促进良好的质量控制,并寻求能保持这样的水准的承包商。

除了参与质量控制的各种组织机构,质量控制问题在几乎所有的建筑活动功能区均出现过。

例如,确保准确和有用的信息是保持质量性能的重要组成部分。

质量控制的其他方面包括文件控制(包括在施工过程中的变更),采购,现场检查和测试,以及设施的竣工验收。

3工作和材料规范工作质量的规格是设备设计的一个重要特性。

要求的质量和部件的规格代表了必要的文件来描述一个设备的一部分。

通常情况下,这个文件包含了施工期间使用的设备设计文件和公认的规范的任何特殊规定,作为参考。

工作质量一般规格在许多领域都是在如美国材料与试验协会(ASTM),美国国家标准协会(ANSI),或施工规范协会(CSI)等组织的刊物上发表。

不同规格的形式为特定类型的建设活动,如由美国焊接协会颁发的焊接标准,或特定设施的类型,如由美国协会的国家公路和运输官员颁发的公路桥梁的标准规范。

这些一般规格必须进行修改,以反映当地的条件,政策,提供的材料,地方性法规及其他特殊情况。

施工规范通常由一系列的具体操作指令或禁令组成。

例如,下面的文章说明了一个典型的对在这种情况下的挖掘结构的规范:符合标高和尺寸正负0.10英尺的容差范围内的计划显示,从地基和基础延伸足够的距离,允许放置及拆除混凝土模板,安装服务,其他建筑,并进行检查。

在挖掘挖掘地基和基础时,当心别影响基坑开挖。

用手挖掘并最终分级来填置钢筋混凝土。

调整(挖掘的)最底层到需要的路线和坡度,留下坚实的基础去填充坚实(的混凝土)。

这一组规范要求应用判断,是由于有些项目不能精确地指定。

例如,开挖必须延长“足够”的距离,以便进行检查和其他活动。

显然,“足够”这个词,在这种情况下,可能会受到不同的解释。

相反,一个规范,公差内加或减十分之一英尺则是直接测量。

然而,由于网站的设施或特征的具体要求,可能会使得十分之一英尺的标准公差变得不合适。

书写规范通常需要在假设有关各方在诸如“充足”与预指定所有操作的努力和可能的解释不准确的话双方的部分合理的行为之间的权衡。

近年来,性能规格已经被开发运用于许多施工作业。

这些规范是指所要求的性能的成品设施或质量,而不是指定所需的施工过程中的规范。

而如何从其中获得此性能的具体方法则是留给建筑承包商的。

例如,传统规格为沥青路面中指定的沥青材料,沥青组合物的摊铺温度,压实过程。

相反,一个性能规格沥青所需的详细性能是关于路面的抗渗性及强度等。

如何达到所期望的性能水平则要依靠铺路承包商。

质量控制(Ⅰ)1全面的质量控制在施工质量控制一般包括投保符合材料和工艺上最低准则,以便根据设计,以确保设备的性能。

这些最低标准都包含在上一节中描述的规范。

对于符合保险的目的,随机抽样和统计方法通常用于为基础,接受或拒绝工作完成,材料批次。

一批拒绝是基于不符合或违反有关设计规范。

这种质量控制的实践过程在下面的章节中描述。

在这些传统的质量控制方法的一个隐含的假设是可以接受的质量水平,这是不良品的允许分数的概念。

由一个组织进行供应商或工作组获得的材料进行检查,如果估计有缺陷,但是所占百分比是在可接受的质量水平,让供应商和工作组来判断判断是否通过验收。

如果是材料或货物的问题则是在产品交付后校正。

与此相反,质量控制这种传统的方法是全面质量管理的目标。

在这个系统中,施工过程中的任何地方都不允许有次品。

而完美的目标却是永远无法达到的,它提供了一个目标,让组织永远不会满足于它的质量控制程序,使得缺陷在年复一年的大量减少。

这个概念和质量控制的方法最初是开发制造在日本和欧洲的公司,但已蔓延到许多建筑公司。

最有名的质量改进的正式认证是国际标准化组织ISO 9000标准。

ISO 9000强调良好的文档,质量目标和一系列的周期规划,实施和审查。

全面质量管理是一个对质量的承诺,表现在组织的各个部分,通常涉及许多元素。

设计审查是确保安全和有效的施工程序的一个主要元素。

其他因素包括大量的人员培训,转移检测产品缺陷的质量控制员的责任,并不断维护设备。

在质量圈中的工人小组定期开会,提出质量改进的建议,但工人参与改进质量控制往往是形式化的。

材料供应商也需要确保交付货物的零缺陷。

首先,从供应商的所有材料进行检查,有缺陷的商品被分批次退回。

能证明自己信誉优良的供应商,则可以在之后完成检查。

质量控制的传统微观经济学的观点是有缺陷的项目的“最优”的比例。

努力实现比这更大的最佳的质量会大幅增加检验成本,降低员工的工作效率。

然而,许多公司都发现,致力于全面质量控制可以产生可观的经济效益,这是一个曾经一直不受重视的传统方法。

全面质量控制使得返工,废钢和保证与库存相关费用均减少,并且改善工作人员的积极性和工作决心。

客户往往喜欢更高质量的作品,并会为其高质量支付高价。

其结果是,完善的质量控制成为了一个竞争优势。

当然,全面的质量控制是很难应用的,尤其是在建设中。

各设施的独特性,劳动力的变化性,众多分包商,教育和程序进行必要的成本投资,使项目全面质量控制的实施难度大。

然而,一个组织虽不能保证达到完美的目标但却一直致力于提高质量,那么它可以是一个真正为大家造福的组织。

附外文原文:Quality Control and Safety during Construction1 Quality and Safety Concerns in ConstructionQuality control and safety represent increasingly important concerns for project managers. Defects or failures in constructed facilities can result in very large costs. Even with minor defects,re-construction may be required and facility operations impaired. Increased costs and delays are the result. In the worst case, failures may cause personal injuries or fatalities. Accidents during the construction process can similarly result in personal injuries and large costs. Indirect costs of insurance, inspection and regulation are increasing rapidly due to these increased direct costs. Good project managers try to ensure that the job is done right the first time and that no major accidents occur on the project.As with cost control, the most important decisions regarding the quality of a completed facility are made during the design and planning stages rather than during construction. It is during these preliminary stages that component configurations, material specifications and functional performance are decided. Quality control during construction consists largely of insuring conformance to these original designs and planning decisions.While conformance to existing design decisions is the primary focus of quality control, there are exceptions to this rule. First, unforeseen circumstances, incorrect design decisions or changes desired by an owner in the facility function may require re-evaluation of design decisions during the course of construction. While these changes may be motivated by the concern for quality, they represent occasions for re-design with all the attendant objectives and constraints. As a second case, some designs rely upon informed and appropriate decision making during the construction process itself. Forexample, some tunneling methods make decisions about the amount of shoring required at different locations based upon observation of soil conditions during the tunneling process. Since such decisions are based on better information concerning actual site conditions, the facility design may be more cost effective as a result. Any special case of re-design during construction requires the various considerations.With the attention to conformance as the measure of quality during the construction process, the specification of quality requirements in the design and contract documentation becomes extremely important. Quality requirements should be clear and verifiable, so that all parties in the project can understand the requirements for conformance. Much of the discussion in this chapter relates to the development and the implications of different quality requirements for construction as well as the issues associated with insuring conformance.Safety during the construction project is also influenced in large part by decisions made during the planning and design process. Some designs or construction plans are inherently difficult and dangerous to implement, whereas other, comparable plans may considerably reduce the possibility of accidents. For example, clear separation of traffic from construction zones during roadway rehabilitation can greatly reduce the possibility of accidental collisions. Beyond these design decisions, safety largely depends upon education, vigilance and cooperation during the construction process. Workers should be constantly alert to the possibilities of accidents and avoid taken unnecessary risks.2 Organizing for Quality and SafetyA variety of different organizations are possible for quality and safety control during construction. One common model is to have a group responsible for quality assurance and another group primarily responsible for safety within an organization. In large organizations, department dedicated toquality assurance and to safety might assign specific individuals to assume responsibility for these functions on particular projects. For smaller projects, the project manager or an assistant might assume these and other responsibilities. In either case, insuring safe and quality construction is a concern of the project manager in overall charge of the project in addition to the concerns of personnel, cost, time and other management issues.Inspectors and quality assurance personnel will be involved in a project to represent a variety of different organizations. Each of the parties directly concerned with the project may have their own quality and safety inspectors, including the owner, the engineer/architect, and the various constructor firms. These inspectors may be contractors from specialized quality assurance organizations. In addition to on-site inspections, samples of materials will commonly be tested by specialized laboratories to insure compliance. Inspectors to insure compliance with regulatory requirements will also be involved. Common examples are inspectors for the local government's building department, for environmental agencies, and for occupational health and safety agencies.The US Occupational Safety and Health Administration (OSHA) routinely conduct site visits of work places in conjunction with approved state inspection agencies. OSHA inspectors are required by law to issue citations for all standard violations observed. Safety standards prescribe a variety of mechanical safeguards and procedures; for example, ladder safety is covered by over 140 regulations. In cases of extreme non-compliance with standards, OSHA inspectors can stop work on a project. However, only a small fraction of construction sites are visited by OSHA inspectors and most construction site accidents are not caused by violations of existing standards. As a result, safety is largely the responsibility of the managers on site rather than that of public inspectors.While the multitude of participants involved in the construction process require the services of inspectors, it cannot be emphasized too strongly that inspectors are only a formal check on quality control. Quality control should be a primary objective for all the members of a project team. Managers should take responsibility for maintaining and improving quality control. Employee participation in quality control should be sought and rewarded, including the introduction of new ideas. Most important of all, quality improvement can serve as a catalyst for improved productivity. By suggesting new work methods, by avoiding rework, and by avoiding long term problems, good quality control can pay for itself. Owners should promote good quality control and seek out contractors who maintain such standards.In addition to the various organizational bodies involved in quality control, issues of quality control arise in virtually all the functional areas of construction activities. For example, insuring accurate and useful information is an important part of maintaining quality performance. Other aspects of quality control include document control (including changes during the construction process), procurement, field inspection and testing, and final checkout of the facility.3 Work and Material SpecificationsSpecifications of work quality are an important feature of facility designs. Specifications of required quality and components represent part of the necessary documentation to describe a facility. Typically, this documentation includes any special provisions of the facility design as well as references to generally accepted specifications to be used during construction.General specifications of work quality are available in numerous fields and are issued in publications of organizations such as the American Society for Testing and Materials (ASTM), the American National Standards Institute (ANSI), or the Construction Specifications Institute (CSI).Distinctspecifications are formalized for particular types of construction activities, such as welding standards issued by the American Welding Society, or for particular facility types, such as the Standard Specifications for Highway Bridges issued by the American Association of State Highway and Transportation Officials. These general specifications must be modified to reflect local conditions, policies, available materials, local regulations and other special circumstances.Construction specifications normally consist of a series of instructions or prohibitions for specific operations. For example, the following passage illustrates a typical specification, in this case for excavation for structures:Conform to elevations and dimensions shown on plan within a tolerance of plus or minus 0.10 foot, and extending a sufficient distance from footings and foundations to permit placing and removal of concrete formwork, installation of services, other construction, and for inspection. In excavating for footings and foundations, take care not to disturb bottom of excavation. Excavate by hand to final grade just before concrete reinforcement is placed. Trim bottoms to required lines and grades to leave solid base to receive concrete.This set of specifications requires judgment in application since some items are not precisely specified. For example, excavation must extend a "sufficient" distance to permit inspection and other activities. Obviously, the term "sufficient" in this case may be subject to varying interpretations. In contrast, a specification that tolerances are within plus or minus a tenth of a foot is subject to direct measurement. However, specific requirements of the facility or characteristics of the site may make the standard tolerance of a tenth of a foot inappropriate. Writing specifications typically requires a trade-off between assuming reasonable behavior on the part of all the partiesconcerned in interpreting words such as "sufficient" versus the effort and possible inaccuracy in pre-specifying all operations.In recent years, performance specifications have been developed for many construction operations. Rather than specifying the required construction process, these specifications refer to the required performance or quality of the finished facility. The exact method by which this performance is obtained is left to the construction contractor. For example, traditional specifications for asphalt pavement specified the composition of the asphalt material, the asphalt temperature during paving, and compacting procedures. In contrast, a performance specification for asphalt would detail the desired performance of the pavement with respect to impermeability, strength, etc. How the desired performance level was attained would be up to the paving contractor. In some cases, the payment for asphalt paving might increase with better quality of asphalt beyond some minimum level of performance.Quality Control (Ⅰ)1 Total Quality ControlQuality control in construction typically involves insuring compliance with minimum standards of material and workmanship in order to insure the performance of the facility according to the design. These minimum standards are contained in the specifications described in the previous section. For the purpose of insuring compliance, random samples and statistical methods are commonly used as the basis for accepting or rejecting work completed and batches of materials. Rejection of a batch is based on non-conformance or violation of the relevant design specifications. Procedures for this quality control practice are described in the following sections.An implicit assumption in these traditional quality control practices is the notion of an acceptable quality level which is an allowable fraction of defective items. Materials obtained from suppliers or work performed by an organization is inspected and passed as acceptable if the estimated defectivepercentage is within the acceptable quality level. Problems with materials or goods are corrected after delivery of the product.In contrast to this traditional approach of quality control is the goal of total quality control. In this system, no defective items are allowed anywhere in the construction process. While the zero defects goal can never be permanently obtained, it provides a goal so that an organization is never satisfied with its quality control program even if defects are reduced by substantial amounts year after year. This concept and approach to quality control was first developed in manufacturing firms in Japan and Europe, but has since spread to many construction companies. The best known formal certification for quality improvement is the International Organization for Standardization's ISO 9000 standard. ISO 9000 emphasizes good documentation, quality goals and a series of cycles of planning, implementation and review.Total quality control is a commitment to quality expressed in all parts of an organizationan17 Civil Engineering Management Ⅲ: Quality Control17.1.1 PassageQuality Control and Safety during Construction1 Quality and Safety Concerns in ConstructionQuality control and safety represent increasingly important concerns for project managers. Defects or failures in constructed facilities can result in very large costs. Even with minor defects,re-construction may be required and facility operations impaired. Increased costs and delays are the result. In the worst case, failures may cause personal injuries or fatalities. Accidents during the construction process can similarly result in personal injuries and large costs. Indirect costs of insurance, inspection and regulation are increasing rapidly due to these increased direct costs. Good project managers try to ensure that the job is done right the first time and that no major accidents occur on the project.As with cost control, the most important decisions regarding the quality of a completed facility are made during the design and planning stages rather than during construction. It is during these preliminary stages that component configurations, material specifications and functional performance are decided. Quality control during construction consists largely of insuring conformance to these original designs and planning decisions.While conformance to existing design decisions is the primary focus of quality control, there are exceptions to this rule. First, unforeseen circumstances, incorrect design decisions or changes desired by an owner in the facility function may require re-evaluation of design decisions during the course of construction. While these changes may be motivated by the concern for quality, they represent occasions for re-design with all the attendant objectives and constraints. As a second case, some designs rely upon informed and appropriate decision making during thed typically involves many elements. Design reviews to insure safe and effective construction procedures are a major element. Other elements include extensive training for personnel, shifting the responsibility for detecting defects from quality control inspectors to workers, and continually maintaining equipment. Worker involvement in improved quality control is often formalized in quality circles in which groups of workers meet regularly to make suggestions for quality improvement. Material suppliers are also required to insure zero defects in delivered goods. Initially, all materials from a supplier are inspected and batches of goods with any defective items are returned. Suppliers with good records can be certified and not subject to complete inspection subsequently.The traditional microeconomic view of quality control is that there are an "optimum" proportion of defective items. Trying to achieve greater quality than this optimum would substantially increase costs of inspection and reduce worker productivity. However, many companies have found that commitment to total quality control has substantial economic benefits that had been unappreciated in traditional approaches. Expenses associated with inventory, rework, scrap and warranties were reduced. Worker enthusiasm and commitment improved. Customers often appreciated higher quality work and would pay a premium for good quality. As a result, improved quality control became a competitive advantage.Of course, total quality control is difficult to apply, particular in construction. The unique nature of each facility, the variability in the workforce, the multitude of subcontractors and the cost of making necessary investments in education and procedures make programs of total quality control in construction difficult. Nevertheless, a commitment to improved quality even without endorsing the goal of zero defects can pay real dividends to organizations.。

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