地铁施工工法比较 英文版
地铁车站不同施工工法对工程造价的影响分析
Value Engineering0引言地铁是现代城市交通系统中的重要组成部分,可以进行大量运载,从而有效地缓解了城市居民在出行时的拥堵问题,提高了出行的效率和城市人口流动的速度。
在环境环保方面,地铁一定程度上替代了汽车,能够有效地降低排放,对保护环境起到了积极的作用,所以我国正大力地推广建设地铁轨道交通。
在大规模建设地铁轨道交通的同时,需要考虑到工程造价等相关投资问题,因为工程造价与施工工法有关,所以应该综合考虑总造价的构成。
本文阐述的是在建设地铁车站时不同的工法对工程总造价的影响的相关内容。
1地铁车站施工工法分类明挖法:适用于下挖深度比较浅、地面条件良好的情况。
该方法的优点有效率高、进程快、工作面多、建设质量高等。
明挖法适用于只具有一层的车站或是具有单跨度或者多跨度架构的地铁车站。
如今国内的大多数地铁车站都是运用明挖法。
暗挖法:由于地域条件对施工的限制,特别是在道路拥挤,人流量大,车流量大的地区还有地下城市架构(管道,线路等)密集的地方,在地下施工特别困难。
在地质结构稳定、地下水含量合适的情况下,可以运用“暗挖法”来建造地铁车站。
暗挖法相对于明挖法的特点有:暗挖法对环境复杂性的适应性更高,不会对周围的城市化建设产物产生影响;但是暗挖法实施的过程中有较大的实施限制,进行工作的时候必须采取多种方法来辅助加固周围的岩体,防止坍塌。
在施工的过程中要及时地进行加固处理,导致了这方面的造价较高。
盖挖法:在施工面积上受到限制导致无法满足运用明挖法进行施工,但由于施工地段的地质条件良好,就可以选择盖挖法。
盖挖法的场地要求在明挖和暗挖之间。
由于工作的占地面积小,使用大型器械的情况少,从而对周围环境的影响更小。
盖挖法主要方法有顺作、逆作和半逆作三种,其中顺作法主要运用于无法中断交通通行的情况;逆作法主要用于施工环境复杂,如周边建筑物多且有沉陷风险、开挖后无既定的定型覆盖结构但又需要快速恢复交通的车站。
盖挖法不如明挖和暗挖这么普遍使用,但是国内仍然有大多数相关地铁建设方面采用盖挖法。
地铁隧道施工外文文献翻译
地铁隧道施工外文文献翻译(文档含中英文对照即英文原文和中文翻译)原文:Urban Underground Railroad arch tunnel Construction Technology GroupAbstract Project in Guangzhou Metro Line, right-arch construction method of tunnels to explore. Subway Construction in Guangzhou for the first time put forward a double-arch tunnel to single-hole tunnel construction technology, and a single type of wall and split in the wall structure, comparison and selection of Technology solutions were obtained to meet the structural safety, construction safety and Economic benefits of better Technology solutions for the future design and construction of similar projects to provide reference and reference.Keywords: double-arch tunnel group; a single type of wall; construction Technology; split in the wall.As the circuit design requirements subway tunnel, the tunnel structure produces a variety of forms, ranging from cross-section from double-arch and the three-arch tunnel composed of double-arch tunnel section is commonly used in the connection lines andcrossing lines. In this paper, engineering examples, according to tunnel in which geological conditions, duration requirements, raised through the comparison and selection can achieve rapid construction and the purpose of construction cost savings of the best construction programs.1 Project OverviewGuangzhou Metro Line Road station turn-back line of sports for sports Road station after the return line, structure complex, DK3 016.047 ~ 037.157 varying cross-section set the double-arch structure, three-arch structure of tunnels. Ranging from cross-arch tunnel excavation span 20.1m, excavation height of 10.076m, cross-vector ratio of 1:0.5, after lining a hole span 5.2m, large holes, after lining span 11.4m, the wall thickness of 1.6 m. Three double-arch tunnel excavation span 19.9m, excavation height of 7.885m, cross-vector ratio of 1:0.1. -Arch tunnel section of rock from top to bottom are: artificial fill soil, red - alluvial sand, alluvial - alluvial soil, river and lake facies soil, plastic-like residual soil, hard plastic - a hard-like residual soil, all weathered rock, strong weathering rock, the weathered layer and the breeze layer. Tunnel through the rock strata are more homogeneous, the intensity high, carrying ability, good stability. Thickness of the tunnel vault covering 15.5 ~ 18m, of which grade ⅣWai rock vault thickness 5.6 ~ 7.6m. Double-arch tunnel segment groundwater table is 2.28 ~ 4.1m, mainly Quaternary pore water and fissure water.Section 2 dual-arch construction scheme comparisonAs the double-arch tunnel segment structure more complex, the tunnel cross-section changes in large, complicated construction process, construction was very difficult, the construction cycle is long, so I chose a good quality and efficient completion of the construction program segment arch tunnel construction is particularly important. Selection of a construction program, the main consideration the following aspects: (1) construction safety and structural safety; (2) construction difficulties; (3) the construction cycle; (4) cost-effectiveness. Based on these four principles, through the construction of research and demonstration program to select the following two programs to compare the selection of the construction.2.1 a single type of wall construction planThe program's main construction steps and measures are as follows:(1) The right line of double-arch tunnel hole within the return line side of temporary construction access, dual-arch and the three-arch in the wall construction, is completed in a timely support for the wall, the construction to prevent bias.(2) construction of the wall lining is completed, according to "first small then big, closed into a ring" principle, the right line with the step method of construction, with CRD engineering method returned a four-lane span tunnel construction.(3) When the return line side of the construction to the three-arch tunnel in the wall, then in accordance with the right line of the wall construction method and the three-arch-arch in the wall construction, during which the right line to stop excavation until the completion of construction of the wall.(4) The return line side of the wall construction is completed, the right line to continue to move forward the construction.The construction method for the domestic double-arch tunnel of conventional construction method, Guangzhou Metro, Nanjing and Beijing Metro subway both applications, and can secure successful completion of the construction of tunnels. However, examples of past engineering and construction Technology research can be found, the program has weaknesses and shortcomings.(1) The program used in this project, in a short span of 21.11m of double-arch tunnel, the tunnel's opening between the supporting and secondary lining will be converted four times, the conversion too frequently.(2) wall and side holes covered by waterproof layer of tunnel lining construction, steel engineering, formwork, concrete pouring required multiple conversions, the construction period up to 2 months.(3) The lining is completed, the wall of anti-bias materials, equipment, support and input, resulting in higher construction costs, Economic efficiency will drop.2.2 The split in the wall construction planThe program's main construction steps and measures are as follows:(1) ranging from cross-double-arch tunnel into two single-hole, change the formula for the separation wall, the first line of one-way right-forward construction of the tunnel.(2) three arch tunnel in the wall to make the first non-Shi lining, according to single-line working condition through.(3) the right line of large-section double-arch tunnel wall construction method adopted in accordance with CRD.(4) The return line is in accordance with the right line of the opposite side of the construction sequence of construction.Adoption of this program is in fact a one-way in accordance with the construction of two methods, compared with the previous one, after the program has the following advantages:(1) reduction of the construction process to speed up the convergence process conversion.(2) reduce the construction difficulty, shortening the construction cycle.(3) reduce the construction costs and improve Economic efficiency.(4) change a single type of wall to separate the wall, completely solved the structure of double-arch tunnel waterproofing defects.(5) The three-arch tunnel in the latter pArt of the construction hole, equivalent to large-span rock tunnels reserved for the core is conducive to both sides of the double-arch tunnel construction safety (Table 1).Section 3 three-arch construction planRight-line direct access to three double-arch tunnel, the Support parameters to the original designs for grating erection of the whole ring, according to design the whole ring of shotcrete, and enhance the bolt at the wall vault settings (return right side Tong Line Construction method), wall construction in the tunnel when you need to get rid of Office, located at a vertical grill joints strengthened beam.Strict control of excavation footage of each cycle, grid spacing of 0.6m / Pin. Weak in the wall excavation using millisecond blasting program (conditional maximize the use of static blasting programs), minimize the wall rock and the lining of the tunnel has beendisturbed, to ensure construction safety. The completion of excavation in the wall immediately after the secondary lining. After the completion of construction of the wall in wall voids of the backfilling, plus jack supports. The side of the construction is completed, carry out the other side of the wall construction. When both sides of the wall construction is complete, in a timely manner on both sides of a single-hole tunnel secondary lining, and then proceed to three-arch tunnel excavation and lining of the middle of rock. Construction, special attention should be three arch tunnel in the wall at the settlement and convergence deformation, such as the unusual phenomenon, an immediate reinforcement.4 construction of the force structure of Behavior AnalysisAcross the range of the double-arched wall canceled, changed to separate the wall, in the domestic urban underground railway engineering has not yet been a similar engineering design and construction experience, there is no such tunnel structure design, and therefore the structure is safe, as well as the course of construction conversion process of construction is safe, the program will be the focus of the study.Application of ANSYS finite element software for common procedures ranging from cross-arch tunnel numerical simulation, using stratigraphic - structural model of the structure of the tunnel by the force and deformation analysis (Figure 1, Figure 2, Figure 3). The scope of the horizontal direction taken by force along the direction of the tunnel cross-section to cross-hole 3 times the limit, taking the top of the vertical direction to the surface, the bottom-hole span to 3 times the limit, unit model uses the DP formation of elastic-plastic material entity, the tunnel Lining with elastic beam element simulation, beam elements and solid elements used to connect coupling equation. Through the analysis of data in Table 2 we can see that during the construction of large tunnels in a greater impact on small tunnel, if a small section of the tunnel with the necessary strengthening of measures and control the removal of temporary support to the longitudinal spacing, the program is useful and feasible to The.5 Construction of key technologies and corresponding measuresArch tunnel construction segment is required on a strict construction organization and strong technical assurance measures carried out under the good job in organizing theconstruction of steps to prepare the construction of a variety of technical preventive measures are key to success.5.1 pairs of pull anchor and strengthen the boltAbolition of a single type of wall, the excavation is complete in the wall thickness of 0.8m, pull anchor and strengthen the right bolt set is very necessary. Φ22 steel bolt used on the pull bolt drug volume, pitch, 0.6m × 0.5m, the length of the wall thickness according to the 0.8 ~ 2.0m. Strengthen the bolt in the wall located at the invert and side walls at both sides, using 3.0m of Φ25 hollow grouting anchor, spacing 0.6m × 0.8m.5.2 in the body wall, grouting rock block foldersIn the wall of rock thinnest Department to 0.15m, after repeated blasting excavation process, the impact of the rock wall around the loose, their bearing capacity affected. Therefore, we must separate the wall in the vault, wall, invert Department for loose rock for grouting. Φ42 embedded steel, cement slurry to take - water glass pairs of liquid slurry, the parameter of 1:1 cement and 30 ~ 45Be sodium silicate solution, grouting pressure of 0.2 ~ 1.0MPa. In both excavation grouting in the wall were carried out, after the completion of the final excavation carried out in saturated sandwich wall grouting.5.3 millisecond blasting technology microseismsTunnel excavation construction method used in all drilling and blasting. Because the lot is located in downtown Guangzhou, the ground-intensive buildings, and the Tunnel "0" spacing excavation, blasting must be set aside in accordance with glossy layer of smooth microseismic millisecond blasting program construction blasting vibration control will be allowed within the . For the double-arch tunnel in which strata of Ⅲ, Ⅳgrade rock blasting to take measures as follows:(1) The blasting equipment, using low-speed emulsion explosive shock.(2) strict control of footage per cycle (0.6 ~ 0.8m), around the borehole spacing of 0.4m, reduce the loading dose to control the smooth blasting effect (Figure 4).(3) The use of multiple detonators per blast detonation, using non-electric millisecond detonator initiation network asymmetric micro-vibration technology.(4), excavation and construction of the wall at the second to take first reserve 1m smooth layer, Cutting away from the eyes arranged in the side of the wall on the second floor reserved for smooth blasting around the eyes more than surface layout of the empty eyes, a small charge. Put an end to ultra-digging, digging, when partially due to artificial air pick excavation.Through the above effective measures, in the wall during the construction of the second blast, right in the thick wall of 0.15m basic did not cause damage to the smooth passage of the double-arch tunnel "0" from the excavation.5.4 Auxiliary scissors to strengthen supportingBy ANSYS simulation analysis, in order to ensure that small section of tunnel construction safety, the need for auxiliary support of small section tunnel reinforcement to resist the impact of blasting and rock produced by the instantaneous release of excavation loads generated by bias.Supporting materials, using I20 steel, welded steel plate embedded in the grille on both ends, using high-strength bolt reinforcement. Support arrangement spacing of 0.6m, which are arranged on a grid for each Pin, arranged to extend the scope to a double-arch on each side of 1.2m, and the completion of the excavation before the big end. The height and angle of support arrangements to ensure the smooth passage of construction machinery and equipment. Through the construction of proof, supporting the setting is necessary and effective, small-section tunnels in additional support after the convergence of scissors just 5mm.5.5 Information ConstructionIn order to ensure structural safety and construction safety, in the tunnel construction process to carry out real-time monitoring measurements to study the supporting structure and the surrounding strata deformation characteristics to predict the corresponding supporting structure deformation and verify that the supporting structure is reasonable, for the information technology provide the basis for the construction. Construction Monitoring and Measurement shows a small section of the tunnel maximum settlement of 14.6mm, maximum settlement of large-section tunnel 17.2mm, structural convergence of amaximum of 7.6mm, maximum ground subsidence of 10mm, three-arched vault in the largest settlement of tunnel excavation 22.8mm.6 Construction SummaryThrough this project example, proved that the use of separate programs to ensure that the wall construction of tunnels section of arch construction safety and structural safety, duration of more than a single type of wall construction program faster 1.0 to 1.5 months. This project for similar future subway construction has achieved successful experiences and Application examples.By summarizing the analysis, the following conclusions:(1) In accordance with the actual geological conditions boldly changed a single type of double-arched wall to separate the construction of walls, similar to conventional ultra-small-distance tunnel construction, eliminating double-arch tunnel Construction of the wall must be of conventional construction method, the final lining of structural forces has little effect on the structure of water is more favorable, and shorten the construction duration. Through the construction of this project in two to realize ultra-small space tunnel "0" spacing Excavation of a major breakthrough in technology.(2) The construction of the key technology is to reduce the damage and disturbance of surrounding rock, as well as the protection of the tunnel structure has been forming. Therefore, in the double-arched wall at the weak control of a weak good millisecond blasting will be the focus of the success of the construction. Smooth layer of smooth blasting using reserved achieved the desired results. If the reserved right to take a static smooth layer of rock blasting will be even better.(3) to strengthen the weak in the wall is also supporting the construction of this important reasons for the success. From the mechanical analysis of view, invert the junction with the side walls are most affected, ensuring adequate capacity to withstand the initial load supporting; second is to strengthen the body in the clip rock column grouting reinforcement of its use of the pull bolt, strengthening bolt and grouting reinforcement, ensuring the stability of surrounding rock. Used in the construction of the pull-bolt if the full use of prestressed reinforcement, the effect may be better.(4) reasonably arrange construction sequence so that all processes in the conversion with minimal impact during the construction of each other.References[1] LIU Xiao-bing. Double-arch tunnel in the form of wall-structured study [J]. Construction Technology 2004-10, 15[2] Wang Junming. Weak rock sections double-arch tunnel Construction Technology [J]. Western Exploration Engineering, 2003-06[3] GB50299-1999 underground railway Engineering Construction and acceptance of norms [S]. Beijing: China Planning Press, 1999城市地下铁道连拱隧道群施工技术研究摘要:利用广州地铁工程实例,对连拱隧道群施工工法进行探讨。
地铁车站PBA施工工法
引言:地铁车站的建设中,PBA(PipeJacking)施工工法是非常重要的一种方法。
PBA施工工法通过管道推进技术,可以快速、高效、安全地进行地铁车站的建设。
本文将详细介绍地铁车站PBA施工工法的概述和正文内容,并分为引言概述、正文内容和总结三个部分进行阐述。
概述:PBA施工工法是一项先进的地铁车站建设技术,它采用管道推进的方式进行施工,具有如下优点:1.快速高效:PBA施工工法可以减少施工时间,大大缩短了地铁车站的建设周期。
2.安全可靠:PBA施工工法避免了传统开挖施工中的土方开挖和地表沉降,减少了对周围环境和建筑物的影响,提高了施工的安全性和可靠性。
3.环保节能:PBA施工工法减少了对土地资源的占用和破坏,减少了噪音和粉尘的排放,符合可持续发展的要求。
正文内容:1.地下管道推进技术的原理1.1.地下管道推进技术简介地下管道推进技术是一种通过推进机械将管道推入地下的方法,它是一种基于顶进原理的施工技术。
1.2.地下管道推进技术的工作原理地下管道推进技术的工作原理是利用推进机械将管道推入地下,同时通过推进机械的推力和引导装置的控制,确保管道在地下推进的路径和深度符合设计要求。
2.PBA施工工法的流程和步骤2.1.PBA施工工法的流程概述PBA施工工法的主要流程包括设计准备、管道制作、推进施工和后续处理等步骤。
2.2.PBA施工工法的具体步骤具体的PBA施工工法步骤包括站台挖掘、推进孔洞、管道制作和安装、推进过程控制和结束处理等。
3.PBA施工工法的优势和应用场景3.1.PBA施工工法的主要优势PBA施工工法相比传统开挖施工具有较大的优势:避免地表沉降和土方开挖,减少对地下设施和建筑物的影响;提高施工效率,缩短建设周期;增加施工的安全性和可靠性。
3.2.PBA施工工法的应用场景PBA施工工法适用于各种地质条件和交通基础设施建设,特别适用于地铁车站的建设。
不仅能够满足地铁车站的需要,同时在其他交通基础设施的建设中也有广泛应用。
地铁隧道施工中英文外文翻译
地铁隧道施工中英文外文翻译地铁隧道施工中英文外文翻译(含:英文原文及中文译文)文献出处:Ercelebi S G, Copur H, Ocak I. Surface settlement predictions for Istanbul Metro tunnels excavated by EPB-TBM[J]. Environmental Earth Sciences, 2011, 62(2):357-365.英文原文Surface settlement predictions for Istanbul Metro tunnels excavated byEPB-TBMS. G. Ercelebi ? H. Copur ? I. OcakAbstractIn this study, short-term surface settlements are predicted for twin tunnels, which are to be excavated in the chainage of 0 ? 850 to 0 ? 900 m between the Esenler and Kirazl ?stati ons of the Istanbul Metro line, which is 4 km in length. The total length of the excavation line is 21.2 km between Esenler and Basaksehir. Tunnels are excavated by employing two earth pressure balance (EPB) tunnel boring machines (TBMs) that have twin tubes of 6.5 m diameter and with 14 m distance from center to center. The TBM in the right tube follows about 100 m behind the other tube. Segmental lining of 1.4 m length is currently employed as the final support. Settlement predictions are performed with finite element method by using Plaxis finite element program. Excavation, ground support and face support steps in FEM analyses are simulated as applied in the field.Predictions are performed for a typical geological zone, which is considered as critical in terms of surface settlement. Geology in the study area is composed of fill, very stiff clay, densesand, very dense sand and hard clay, respectively, starting from the surface. In addition to finite element modeling, the surface settlements are also predicted by using semi-theoretical (semi-empirical) and analytical methods. The results indicate that the FE model predicts well the short-term surface settlements for a given volume loss value. The results of semi-theoretical and analytical methods are found to be in good agreement with the FE model. The results of predictions are compared and verified by field measurements. It is suggested that grouting of the excavation void should be performed as fast as possible after excavation of a section as a precaution against surface settlements during excavation. Face pressure of the TBMs should be closely monitored and adjusted for different zones.Keywords : Surface settlement prediction, Finite element method, Analytical method , Semi-theoretical method, EPB-TBM tunneling, Istanbul MetroIntroductionIncreasing demand on infrastructures increases attention to shallow soft ground tunneling methods in urbanized areas. Many surface and sub-surface structures make underground construction works very delicate due to the influence of ground deformation, which should be。
RJP工法与MJS工法的比较分析
小顺 利排 浆 ,从而使 地层 内部压 力变 得正 常 ,以防止 由地层 内部 是能实施超深地基加 固及水 面下的施 工。
压力 过大而导致 的地 面隆起 ,从而 大 幅度 减少 施 工对 环境 的影 1.3 工 程 案 例
响 ;同时也进一步保证 了成桩直径 ,确保地基加固的效果 。图 1
The rectif icatiut soil and f looding
W ang Tianqing。 Yu Qing Yang Pengying。 Zhang W ei (1.Shanxi Academy ofBuilding Research,Taiyuan 030001,China; 2.Suzhou £ fu of Building Science Group Company Limi ̄d,Suzhou 215129,China; 3.Shanxi Zhongshi Building Renovation& Strengthening Co.,Ltd,Taiyuan 030001,C h in a )
关键词 :旋喷注浆法 ,MJS工法 ,RIP工法 ,施工原理
中 图 分 类 号 :TU472
文 献 标 识 码 :A
0 引言
大 喷 射 半 径 。
旋 喷注浆 法(Jet Grouting)就是 利用 钻机 把带 有 喷嘴 的注浆
2)对周 边环境影响小 ,超深施工有保证 。
管钻 人至地层 预定深度后 ,以高压 设备 使高压 水射 流 (30 MPa一
800 mm,深 35 m;9号线西侧基坑标准段地墙厚 800 mm,深 34 Hi,
1)成桩 直径 大 ,质量好 。
开挖深度约 18 m。为控制降承压水对运营 12号线 区间隧道 的影
地铁施工工法比较 英文版
Chapter3 Program comparison3.1 summaryWith the acceleration of the process of China's rapid economic development and urbanization, the existing road transport system has not meet the travel needs of the people.To ease the ever-increasing traffic pressure, China's major cities to speed up the construction of urban rail transit systempace. Comparative Analysis of rail transit and several other common way to travel, the rapid rail owns transit efficiency, energy saving, environmental protection, large volume, high speed, low pollution, low noise, low power, small footprint, safety, comfort, all-weather, etc.a unique advantage to solve urban traffic congestion, changing the urban layout. It has played a big role to achieve comprehensive management of urban environment and transport, and guide the city and take the road of sustainable development.However, the tall buildings of the urban area-intensive, crowded, traffic, bus lines, subway station design is becoming increasingly narrow construction of space, around pipeline dense, close to existing buildings, ground with heavy traffic and many other constraints.3.2 Several commonly used methods of subway station constructionSubway stations located in the city center, mostly, therefore,the selection of construction methods and structure type of subway station , mainly based on thefollowing aspects: (1)station function, station function mainly reflect from the station use effect and operation conditions, and the station use effect reflect from the capacity of the organization and distribution in passenger, equipment room decorate, operation management and utilization of underground space in comprehensive functions; (2) difficulty of construction, mainly from the difficulty of construction project itself, construction preparation of the implementation of the degree of difficulty, period and construction safety aspects of evaluation, embodied at the the maturity of construction technology and surface subsidence control, construct objects demolition, pipeline move and protection; (3) environmental impact of construction, environmental impact on the construction mainly embodied in the influence of urban traffic and urban living, the influence of the commercial activities, and pollution to the environment, etc. Subway station construction method has a lot kinds, commonly used in China are now open cut method, cut-and-cover method, cover excavation method and hybrid method,etc. Which cut-and-cover method consists of the bottom up and top down;3.2.1 open cut methodOpen-cut method is the traditional construction method of the ground frame structure.First of all, make the foundation pit on the ground, and then excave the soil from top to bottom, plus support when necessary to prevent the deformation of foundation pit,when excavation in the end facilities for the framework from the bottom up.The construction technique of open-cut method is simple, rapid, and economy, so thesubway station construction regarded open-cut method as the preferred solution. Construction of the open-cut method generally are used to cut-bottom up, cut-bottom up construction method in the construction sequence is as follows.Fig A.1 Open-cut excavation procedure3.2.2 cut-and-cover methodCover and cut-bottom up method after completion of the retaining structure, the cover to the stereotypes of prefabricated standard structure (including the longitudinal beams and pavement slab) placed in a retaining structure to maintain traffic, be down repeated excavation and set up cross-hold until the design elevation.Fig A.2 cut-and-cover method---bottom up method procedurecover and cut-top down method steps: first to the ground surface down to do the pit of the envelope and intermediate piles the same with cover and cut-bottom up method, the foundation pit structure use of underground continuous wall or curtain pile.The intermediate support is more of the middle column of the main structure itself in order to reduce the project cost.Fig A.3 cut-and-cover method---up dowen method procedure3.2.3 Shallow depth of cover excavation methodIn urban centers, ground transportation do not allow long-term interruption because of many buildings on the surface, a small ground construction site , the impact of a number of bridge pile in the city under the overpass, or pipeline complex,so it’s difficult to change the shift. So when the geological conditions allowed,it’s considered the tunneling method to subway station facilities(1) the CD method.Fig A.4 the CD method procedure(2) the CRD methodFig A.5 the CRD method procedure(3) the double benching tunneling methodFig A.6 the double benching tunneling method procedure (4)the middle hole methodFig A.7 the middle hole method procedure(5) the lateral hole methodFig A.8 the lateral hole method rocedure (6)the PBA methodFig A.9 the PBA method procedure3.3 Comparison of the subway station construction methodTable A.1 The mainly construction method of subway station3.4 several problems which should pay attention to the subway station construction 3.4.1 Should pay attention to the optimization of the construction plans and construction methods3.4.2 Should choose the right construction method.3.4.3 Should take effective measures to control ground subsidence and structural deformation.3.5 The Selection of Construction Method of the Youth Street Station3.5.1 Youth Street station overview(1) Geology and underground structures and pipelines(2) Station site environment(3) Construction project’s impact of environmental3.5.2 Selection of Young Street subway station Construction Method3.6 Conclusion。
地铁车站pba施工工法指南
钢支撑安装前应进行测量 定位,确保支撑位置准确。
ABCD
钢支撑材料应符合设计要 求,并进行防腐处理。
钢支撑安装过程中应遵循 “同步、对称、平衡”的 原则,确保支撑受力均匀 。
结构板施工技术
01
结构板施工是PBA工法的核心环节之一,直接关系到车站结构的稳定 性和安全性。
02
结构板施工前应进行模板设计和制作,确保模板的强度、刚度和稳定 性。
防水材料应选择耐久性好、防水性能优良的材料,并进行质量检测。
防水层施工完成后应进行质量检测和验收,确保施工质量符合要求。
PBA施工工法安全措
04
施
围护桩施工安全措施
01
围护桩施工前应进行安全技术交 底,确保工人了解施工安全要求 和注意事项。
02
围护桩施工时应设置临时栏杆和 警示标志,防止人员跌落。
地铁车站PBA施工工法 指南
目 录
• PBA施工工法简介 • PBA施工工法流程 • PBA施工工法关键技术 • PBA施工工法安全措施 • PBA施工工法案例分析
PBA施工工法简介
01
PBA施工工法定义
PBA施工工法是一种地铁车站施工方法,全称为预制拼装施 工工法。它采用预制混凝土构件,通过现场拼装的方式完成 地铁车站的建造。
直度和稳定性。
钢支撑的连接和固定需要采用 高强度螺栓和焊接等方式,确 保其承载力和稳定性。
钢支撑安装完成后需要进行验 收,合格后方可进行下一道工 序。
结构板施工
结构板施工是PBA施工工法的 第四步,其主要目的是在钢支 撑的支撑下浇筑车站的结构板 ,形成车站的主体结构。
结构板的混凝土强度等级一般 为C30~C50,需要满足抗渗 要求。
相关规范。
地铁车站PBA施工工法
地铁车站PBA施工工法地铁车站PBA施工工法一、引言地铁车站PBA施工工法是一种用于地铁车站建设的先进施工方法。
PBA是指预制框架-混凝土填充墙体结构,通过预制框架与混凝土填充墙的组合,实现地铁车站的快速建设。
本文将详细介绍地铁车站PBA施工工法的各个方面。
二、施工前准备1. 工程方案设计- 确定车站规模和结构形式- 制定施工工序和时间计划- 完善工程质量控制措施2. 材料准备- 购买预制框架和混凝土填充墙体所需材料- 对材料进行质量检测和验收3. 设备准备- 配备起重机械和施工工具- 维护和检修相关设备三、施工工艺流程1. 地基处理- 对车站地基进行勘察和处理- 进行地基加固和基础施工2. 预制框架制作- 制作预制框架模具- 浇筑预制框架混凝土- 框架定位和安装3. 混凝土填充墙体施工- 制作混凝土填充墙体模具- 浇筑混凝土填充墙体- 混凝土养护和强度检测4. 结构连接与检测- 完成预制框架与混凝土填充墙体的连接 - 进行结构安全检测和质量检验5. 室内装饰及设备安装- 进行车站内装修和设备安装- 完成室内电路和照明工程四、质量控制与安全管理1. 质量控制- 建立质量管理体系- 定期进行质量检查和验收2. 安全管理- 制定安全生产方案和措施- 培训施工人员的安全意识和操作技能 - 定期组织安全演练和应急救援五、竣工验收与文件归档1. 竣工验收- 完成车站施工并进行验收- 编制竣工验收报告2. 文件归档- 归档施工图纸和技术资料- 归档竣工验收报告和相关证明文件===扩展内容===附件:- 工程方案设计图纸- 材料验收报告- 施工工序和时间计划表- 结构连接和质量检测报告- 室内装饰和设备安装验收记录法律名词及注释:1. 建设工程质量管理条例:指对建设工程质量进行管理的法规,包括工程设计、施工、监理、验收等环节。
2. 安全生产法:指对生产过程中的安全管理和事故预防进行规范和监督的法律法规。
3. 竣工验收规范:指对建设工程竣工验收程序、要求、标准等进行规范的文件。
地铁车站PBA施工工法(一)2024
地铁车站PBA施工工法(一)引言概述:地铁车站的建设与施工是一个复杂而重要的过程。
其中,PBA (Pipe Arch Blasthole Array)施工工法被广泛应用于地铁车站的施工中。
本文将介绍地铁车站PBA施工工法的五个重要方面,包括岩石控制、爆破设计、支护措施、施工流程和质量控制。
正文:一、岩石控制1. 地质勘探:进行地质调查,获取地质构造信息、地下水信息等,确定岩石的性质和分布。
2. 岩石分类:根据岩石的坚硬程度、断裂程度等特性进行分类,为后期爆破设计和支护措施提供依据。
3. 岩石切割:根据岩石分类结果,选择适当的切割工具和方法,进行切割作业,为后续爆破施工做好准备。
4. 岩石抽样测试:对岩石进行取样测试,了解其物理力学性质,为爆破设计和支护措施提供参考。
二、爆破设计1. 炮孔布置:根据岩石控制结果和车站设计要求,确定炮孔的间距、深度和角度,合理布置炮孔位置。
2. 炮孔钻进:使用钻孔机对炮孔进行钻进作业,确保炮孔的准确位置和规范尺寸。
3. 炸药装填:根据炮孔的深度和直径,合理装填炸药,并采取相应的防爆措施。
4. 爆破参数控制:根据岩石的物理性质和爆破需求,合理控制爆破参数,如装药量、起爆方式等。
5. 爆破后处理:对爆破产生的碎石和岩屑进行清理,确保施工现场的安全和整洁。
三、支护措施1. 钢支护:根据爆破前的岩石分类和稳定性分析,选择适当的钢支护结构进行施工,提供支撑和稳定。
2. 压浆注浆:在地铁车站施工中,采用压浆注浆技术对岩石进行灌浆处理,提高其力学性能。
3. 地下排水:进行地下水的排泄和处理,保持施工现场的干燥,提供稳定的施工环境。
4. 地下防水:通过施工水泥浆注入等方式,增加地下周围环境的密封性和防水性能。
5. 超前施工:在地铁车站施工过程中,采用超前施工的方式,提前完成支护工程,保证施工的顺利进行。
四、施工流程1. 现场准备:对施工现场进行清理、平整和安全检查,确保施工条件良好。
国际地铁工程施工英文
国际地铁工程施工英文IntroductionThe construction of an international metro system is a complex and challenging project that requires careful planning, coordination, and execution. From the initial design and engineering to the actual construction and operation of the metro system, there are many different aspects to consider. In this paper, we will discuss the key stages and considerations involved in the construction of an international metro system, as well as the potential challenges and opportunities that may arise.1. Planning and DesignThe first step in the construction of an international metro system is the planning and design phase. This stage involves the development of detailed plans and specifications for the metro system, including the alignment, stations, and infrastructure. It also involves the selection of the most appropriate technologies and materials for the project, as well as the consideration of potential environmental and social impacts.One of the key considerations in the planning and design phase is the integration of the metro system with existing infrastructure and urban development. This may involve working with local authorities and stakeholders to ensure that the metro system is aligned with the city's long-term development plans and does not conflict with other transportation systems.The planning and design phase also involves the consideration of potential risks and challenges, such as ground conditions, utility conflicts, and construction phasing. This may require the use of advanced technologies, such as geotechnical and environmental studies, to identify and mitigate potential issues before they arise.2. ConstructionOnce the planning and design phase is complete, the construction phase of the metro system can begin. This involves the excavation and construction of tunnels, the installation of track and signaling systems, and the construction of stations and other ancillary infrastructure. The construction phase also involves the coordination of multiple contractors and subcontractors, as well as the management of construction schedules and budgets.One of the key challenges in the construction of an international metro system is the coordination of different construction teams and technologies. This may require the use of advanced project management techniques, such as building information modeling (BIM) and virtual design and construction (VDC), to ensure that all elements of the metro system are constructed and integrated effectively.The construction phase also involves the consideration of potential risks and challenges, such as the presence of archaeological artifacts, underground utilities, and existing infrastructure. This may require the use of advanced surveying and mapping techniques, such as ground-penetrating radar and 3D laser scanning, to identify and mitigate potential issues before they arise.3. Operations and MaintenanceOnce the construction of the metro system is complete, the operations and maintenance phase can begin. This involves the testing and commissioning of the metro system, as well as the training of operational staff and the establishment of maintenance procedures. The operations and maintenance phase also involves the development of long-term operational and maintenance plans, as well as the coordination of ongoing maintenance activities.One of the key considerations in the operations and maintenance phase is the integration of the metro system with other transportation systems and urban development. This may involve the development of interoperable ticketing and information systems, as well as the coordination of schedules and services with other transportation providers.The operations and maintenance phase also involves the consideration of potential risks and challenges, such as the impact of weather and environmental conditions on the metro system. This may require the use of advanced monitoring and maintenance technologies, such as predictive maintenance and condition-based monitoring, to ensure the ongoing reliability and safety of the metro system.4. Challenges and OpportunitiesThe construction of an international metro system presents many unique challenges and opportunities. One of the key challenges is the coordination of multiple stakeholders and the integration of the metro system with existing infrastructure and urban development. This may require the use of advanced planning and design techniques, as well as the collaboration of multiple government agencies and private sector entities.Another challenge is the management of potential risks and challenges, such as ground conditions, utility conflicts, and construction phasing. This may require the use of advanced technologies, such as geotechnical and environmental studies, to identify and mitigate potential issues before they arise.However, the construction of an international metro system also presents many opportunities, such as the potential to improve transportation connectivity, reduce traffic congestion and air pollution, and stimulate economic development. This may require the use of innovative technologies, such as automated trains and advanced signaling systems, to improve the efficiency and reliability of the metro system.ConclusionThe construction of an international metro system is a complex and challenging project that requires careful planning, coordination, and execution. From the initial design and engineering to the actual construction and operation of the metro system, there are many different aspects to consider. However, with careful planning and the use of advanced technologies, the construction of an international metro system presents many opportunities to improve transportation connectivity, reduce traffic congestion and air pollution, and stimulate economic development.。
地铁隧道附近SMW工法的施工范本(2篇)
地铁隧道附近SMW工法的施工范本1. 引言地铁隧道的施工是一项复杂而重要的工程,需要采用适当的施工方法来确保施工质量和安全。
其中,SMW工法(Shield Mechanical Welding)被广泛应用于地铁隧道的施工中。
SMW工法以机械化的方式进行隧道推进和焊接工作,能够提高施工效率和质量。
本文将介绍地铁隧道附近SMW工法的施工范本。
2. 前期准备在使用SMW工法进行地铁隧道施工之前,需要进行一系列的前期准备工作。
首先,工程人员需要对施工区域进行勘察和评估,确定工地的地质情况和地下设施状况。
然后,根据勘察结果和设计要求,制定详细的施工方案和施工计划。
同时,还需准备好所需的人员、设备和材料,并进行相关的培训和安全教育。
3. 地面设备的安装在施工现场,首先需要安装地面设备,包括控制室、供电设备、排风系统等。
这些设备将为后续的地铁隧道施工提供支持和保障。
在安装地面设备时,需要按照设计要求进行安装,确保设备的正常运行和安全使用。
4. 隧道推进地铁隧道的施工采用SMW工法时,通常会使用盾构机进行隧道的推进。
盾构机包括盾构体、刀盘、推进液和尾部设备等。
在推进过程中,盾构机会持续向前推进,并同时进行地表的支护和隧道的掘进。
这里需要注意的是,施工人员需要密切监控盾构机的运行状态,及时处理和修复可能出现的故障和问题。
5. 盾构机切割和焊接工作在盾构机进行推进的同时,还需要进行切割和焊接工作。
切割工作将盾构机切割出来的土层进行处理和清理,确保隧道的顺利施工。
而焊接工作则是将隧道壁材料进行连接和焊接。
在切割和焊接工作中,需要使用专业的设备和工具,保证施工质量和安全。
6. 土层处理和支护当盾构机推进至一定距离后,需要对土层进行处理和支护,确保隧道的稳定性和安全性。
土层处理通常采用注浆和注水的方式,对松软的土层进行加固和稳定化。
而支护工作包括设置支撑架、喷射混凝土等,用于支撑并加固隧道的结构。
7. 隧道内部设施安装当隧道推进至预定位置后,需要对隧道内部进行设施安装。
英文原版施工方法-BS标准
1 Structure Works1.1 Site Survey1.1.1 General informationThis project is made of 1269 sets villas. Most villas are 2 layers andparts are 3 layers。
1.1.2 Entering siteBefore constructing,with the help of the survey engineer sent by theclient,the map of plane control point, coordinate,location of point,elevation and the survey position systems that are offered by theclient should be received。
To get correctly conditions of the control point and survey positionsystem, the plane control network should be checked,which isoffered by the client。
When checking, GPS and ElectronicTacheometer can be used,and rigorous adjustment must beadopted。
The checked result should be report to the client andsupervisor engineer.1.1.3 Erection of the site control network1.1.3.1 Erection of the horizontal control networkAccording to horizontal control point offered by the client, a wholehorizontal control network in site should be erect。
顶管法施工方案(英文版)
顶管法施工方案(英文版)Title: Trenchless Construction Method for Pipe Jacking (English Version)Introduction:Pipe jacking, also known as trenchless construction, is an innovative method used in civil engineering projects for the installation of underground pipelines. This article aims to provide a comprehensive overview of the construction process, highlighting its advantages, challenges, and safety considerations.1. Construction Preparation:1.1 Site Investigation and Design:- Conduct a thorough site investigation to assess the soil conditions, groundwater levels, and potential obstacles.- Design the pipe jacking alignment, taking into account the project requirements, geological conditions, and environmental factors.- Determine the pipe material, diameter, and wall thickness based on the intended use and load requirements.1.2 Equipment and Material Selection:- Select appropriate jacking equipment, such as hydraulic jacks, thrust frames, and guidance systems, based on the project specifications.- Choose pipes with suitable strength and durability, considering factors like soil pressure, external loads, and corrosion resistance.- Ensure the availability of necessary auxiliary equipment, including lubrication systems, grouting machines, and spoil removal systems.1.3 Safety Measures:- Develop a comprehensive safety plan, including risk assessment, hazard identification, and emergency procedures.- Provide adequate training to the construction team on safety protocols, equipment operation, and emergency response.- Implement measures to prevent accidents, such as proper ventilation, personal protective equipment (PPE), and regular equipment maintenance.2. Construction Process:2.1 Excavation and Support:- Excavate a launching shaft and a receiving shaft, ensuring they are of sufficient size to accommodate the jacking equipment and pipes.- Install temporary support structures, such as steel ribs or precast concrete segments, to stabilize the excavation and prevent soil collapse.- Use appropriate ground stabilization techniques, such as grouting or jetting, to enhance soil stability during excavation.2.2 Pipe Jacking:- Assemble the pipes at the launching shaft, ensuring proper alignment, joint integrity, and lubrication.- Activate the hydraulic jacks to push the pipe sections forward, while monitoring the jacking force, alignment, and speed.- Control the spoil removal process using slurry or auger systems, ensuring the continuous flow of excavated material to the receiving shaft.2.3 Pipe Connection and Finishing:- Inspect the installed pipe sections for any damage or misalignment before connecting them to the existing pipeline network.- Perform necessary joint sealing and grouting to ensure a watertight and structurally sound connection.- Backfill the annular space around the installed pipe with suitable materials, compacting them to provide long-term stability.3. Advantages of Pipe Jacking:3.1 Minimal Surface Disruption:- Pipe jacking eliminates the need for extensive open trenches, minimizing disruption to traffic, utilities, and the surrounding environment.- It is particularly beneficial in urban areas where space constraints and existing infrastructure pose challenges for traditional excavation methods.3.2 Reduced Environmental Impact:- The trenchless construction method reduces the amount of excavated material, minimizing the need for disposal and reducing the associated environmental impact.- It also helps preserve natural habitats and prevents soil erosion, maintaining the ecological balance.3.3 Cost and Time Efficiency:- Pipe jacking offers cost savings by reducing labor, material, and restoration expenses associated with traditional excavation.- The method allows for faster project completion due to continuous construction and shorter construction periods, minimizing inconvenience to the public.4. Challenges and Safety Considerations:4.1 Ground Conditions and Obstacles:- Varying soil conditions, such as rock formations or soft ground, can pose challenges during pipe jacking, requiring appropriate ground stabilization techniques and equipment modifications.- The presence of underground utilities, such as gas pipelines or electrical cables, requires accurate mapping and careful planning to avoid damage or service disruptions.4.2 Monitoring and Control:- Continuous monitoring of jacking forces, alignment, and speed is crucial to ensure the safe and accurate installation of the pipes.- Real-time monitoring systems and automated control mechanisms help detect and address any deviations or potential risks promptly.4.3 Worker Safety:- Adequate safety measures, including proper training, PPE, and regular safety inspections, should be implemented to protect the construction team from potential hazards.- Emergency response plans, including evacuation procedures and first aid training, should be in place to address any unforeseen incidents.Conclusion:Pipe jacking, as a trenchless construction method, offers numerous advantages in terms of minimal surface disruption, reduced environmental impact, and cost efficiency. However, it also requires careful planning, adherence to safety protocols, and consideration of various challenges related to ground conditions and worker safety. By following the outlined construction process and safety measures, pipe jacking can be successfully implemented in civil engineering projects, ensuring the efficient and safe installation of underground pipelines.。
铁路项目土建工艺标准 中英文
(1)材料要求Requirement on material①水泥:采用硅酸盐水泥,水泥强度等级不低于32.5。
Cement: silicate cement and strength level at least 32.5.②骨料:细骨料易用中砂或粗砂,也可两者混合使用,粗骨料采用碎石或卵石,其粒径不大于15mm,含泥量小于2%。
Aggregate: fine aggregate should be formed by medium or coarse sand, or mixed use; coarse aggregate should be formed by crushed stone or pebble with a diameter at most 15mm and ratio of mud content less than 2%.③水:自来水。
Water: city water.④聚合物防水涂料Polymeric waterproof coating.(2)基层处理Basic level processing①垫层上的一切浮灰、油污、杂质,必须清理干净,否则形成一层隔离层,会使面层结合不牢。
All the dust, greasy dirt, impurity on bed course should be cleaned, otherwise they will form a separation layer which weakens the connection.②表面较滑的基层,应进凿毛,并用清水冲洗干净,冲洗后的基层,最好不要上人。
Basic level with smooth surface should be bushed and washed by clean water; do not step on the cleaned basic level.③铺设地面前,还要一次将门框校核找正,方法是先将门框锯口线找平,并注意当地面面层铺设后,门扇与地面的间隙应符合规定要求,然后将门框固定,防止松动位移。
广深港高铁建造方法中英详解
广深港高铁建造方法中英详解The 26-km Express Rail Link (XRL) runs from the Station in West Kowloon to Shenzhen. The Express Rail Link will operate in tunnels, which will be constructed by tunnel boring, or by drill and blast methods. The Station as well as some facilities will be constructed by the cut-and-cover method.建造方法高铁香港段全长约26公里,全线隧道深入地底,大部分路段将以隧道钻挖机或爆炸品钻爆方式建造。
西九龙站及部分设施则采用明挖随填的方式建造。
Cut-and-Cover MethodThe West Kowloon Station as well as facilities like Shek Kong Stabling Sidings (SSS) and Emergency Rescue Siding (ERS) will be constructed by the cut-and-cover method.Cut-and-Cover is a simple method of construction where the structure is constructed inside a trench which is then backfilled.明挖随填高铁香港段的西九龙站及石岗列车停放处及紧急救援处等设施采用明挖随填的方式建造。
明挖随填是将地面挖开,进行所需的工程,然后再填平地面。
Drill & blastThe tunnel between Ngau Tam Mei and Tai Kong Po in Yuen Long and the tunnel between Tse Uk Tsuen in Pat Heung and Shek Yam in Kwai Chung (via Shek Yam in Kwai Chung) will beconstructed by the drill and blast method.The drill & blast method will be used when the tunnels are in rock. This method is a proven and commonly used rock tunneling method worldwide and in Hong Kong, such as the construction of several underground stations including Quarry Bay, Tai Koo, Fortress Hill and North Point Stations on the Island Line. Thorough inspection would be carried out before and after blasting to ensure safety.钻爆方法新田牛潭尾至大江埔之一段隧道及八乡谢屋村经葵涌石荫至深水埗美荔道之一段隧道以钻爆方法建造。
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Chapter3 Program comparison3.1 summaryWith the acceleration of the process of China's rapid economic development and urbanization, the existing road transport system has not meet the travel needs of the people.To ease the ever-increasing traffic pressure, China's major cities to speed up the construction of urban rail transit parative Analysis of rail transit and several other common way to travel, the rapid rail owns transit efficiency, energy saving, environmental protection, large volume, high speed, low pollution, low noise, low power, small footprint, safety, comfort,all-weather, etc.a unique advantage to solve urban traffic congestion, changing the urban layout. It has played a big role to achieve comprehensive management of urban environment and transport, and guide the city and take the road of sustainable development.However, the tall buildings of the urban area-intensive, crowded, traffic, bus lines, subway station design is becoming increasingly narrow construction of space, around pipeline dense, close to existing buildings, ground with heavy traffic and many other constraints.3.2 Several commonly used methods of subway station constructionSubway stations located in the city center, mostly, therefore,the selection of construction methods and structure type of subway station , mainly based on the following aspects: (1)station function, station function mainly reflect from the station use effect and operation conditions, and the station use effect reflect from the capacity of the organization and distribution in passenger, equipment room decorate, operation management and utilization of underground space in comprehensive functions; (2) difficulty of construction, mainly from the difficulty of construction project itself, construction preparation of the implementation of the degree of difficulty, period and construction safety aspects of evaluation,embodied at the the maturity of construction technology and surface subsidence control, construct objects demolition, pipeline move and protection; (3) environmental impact of construction, environmental impact on the construction mainly embodied in the influence of urban traffic and urban living, the influence of the commercial activities, and pollution to the environment, etc. Subway station construction method has a lot kinds, commonly used in China are now open cut method, cut-and-cover method, cover excavation method and hybrid method,etc. Which cut-and-cover method consists of the bottom up and top down;3.2.1 open cut methodOpen-cut method is the traditional construction method of the ground frame structure.First of all, make the foundation pit on the ground, and then excave the soil from top to bottom, plus support when necessary to prevent the deformation of foundation pit,when excavation in the end facilities for the framework from the bottom up.The construction technique of open-cut method is simple, rapid, and economy, so the subway station construction regarded open-cut method as the preferred solution. Construction of the open-cut method generally are used to cut-bottom up, cut-bottom up construction method in the construction sequence is as follows.Fig A.1 Open-cut excavation procedure3.2.2 cut-and-cover methodCover and cut-bottom up method after completion of the retaining structure, the cover to the stereotypes of prefabricated standard structure (including the longitudinal beams and pavement slab) placed in a retaining structure to maintaintraffic, be down repeated excavation and set up cross-hold until the design elevation.Fig A.2 cut-and-cover method---bottom up method procedure cover and cut-top down method steps: first to the ground surface down to do the pit of the envelope and intermediate piles the same with cover and cut-bottom up method, the foundation pit structure use of underground continuous wall or curtain pile.The intermediate support is more of the middle column of the main structure itself in order to reduce the project cost.Fig A.3 cut-and-cover method---up dowen method procedure3.2.3 Shallow depth of cover excavation methodIn urban centers, ground transportation do not allow long-term interruption because of many buildings on the surface, a small ground construction site , the impact of a number of bridge pile in the city underthe overpass, or pipeline complex,so it’s difficult to change the shift. So when the geological conditions allowed,it’s considered the tunneling method to subway station facilities(1) the CD method.Fig A.4 the CD method procedure(2) the CRD methodFig A.5 the CRD method procedure(3) the double benching tunneling methodFig A.6 the double benching tunneling method procedure (4)the middle hole methodFig A.7 the middle hole method procedure(5) the lateral hole methodFig A.8 the lateral hole method rocedure (6)the PBA methodFig A.9 the PBA method procedure3.3 Comparison of the subway station construction method3.4 several problems which should pay attention to the subwaystation construction3.4.1 Should pay attention to the optimization of the construction plans and construction methods3.4.2 Should choose the right construction method.3.4.3 Should take effective measures to control ground subsidence and structural deformation.3.5 The Selection of Construction Method of the Youth Street Station3.5.1 Youth Street station overview(1)Geology and underground structures and pipelines(2)Station site environment(3) Construction project’s impact of environmental3.5.2 Selection of Young Street subway station Construction Method3.6 Conclusion。