總體施工技術(shù)翻譯-中英對照
  Overall Construction Technology

第一節(jié)  項目總體施工安排
Part one   Overall arrangement of the project construction

按照業(yè)主要求，本工程地下車庫和服務(wù)中心均要安排在能源中心建設(shè)完畢，且試運行完畢后方可開工，總體上將本工程分為——能源中心、地下車庫和服務(wù)中心兩大部分順序施工。時間跨度自2008年10月1日開始至2010年12月30日結(jié)束，歷時27個月。
According to owner's requirements, the underground garage and service centre of this project should be arranged in energy centre for construction, and start the operation after commissioning. Generally this project may be divided into two major and start the construction in order i.e. energy centre, underground garage and service centre. The time span is from December 30, 2010 to October 1, 2008, which lasts for 27 months.

第一階段——能源中心先行獨立施工并提前交付使用，工程自2008年10月1日開工，至2009年9月30日交付使用，投入運行調(diào)試2009年10月1日開始，至2009年10月31日結(jié)束，歷時396天。
The first stage - -the energy centre shall be completed in advance independently. The project goes into operation from October 1, 2008, and shall be available for the client on September 30, 2009. the debugging commissioning begins on October 1 , 2009, and finish on October 31, 2009, which lasts for 396 days.
第一階段——于2009年11月1日全面竣工，投入正常運行使用。
The first stage - -Completed on November 1, 2009, and put into normal operation.
第二階段——地下車庫結(jié)構(gòu)施工階段，自2009年11月1日開工，至2010年7月20日結(jié)構(gòu)完工，歷時262天。
The second stage - -The structure construction stage of underground garage; start the operation on November 1, 2009, and shall be completed on July 20, 2010, which lasts for 262 days.

第三階段——服務(wù)中心結(jié)構(gòu)和車庫防水、土方回填施工階段，自2010年6月20日開始，至2010年9月21日結(jié)構(gòu)完工，。
The third stage - - The stage of structure of service centre, garage waterproof, and construction of earthwork backfill; start the operation on June 20, 2010, and shall be completed structure construction on September 21, 2010.

第四階段——裝飾裝修和機電安裝施工階段，此階段精裝修、機電安裝、外圍管線、景觀園林等工程在地下車庫結(jié)構(gòu)完工后陸續(xù)插入施工，2010年4月7日開始直至2010年10月15日結(jié)束，歷時192天。
The fourth stage - - Installation stage of decoration construction and electromechanical unit; the intensive decoration, electromechanical installation, surrounding pipeline and view garden, etc. shall be inserted in the construction process after the completion of the underground garage i construction successively. This project shall be started on October 15, 2010 and finished on April 7, 2010, and it will last for192 days.
其中服務(wù)中心二層的廚房部分，提前插入裝飾裝修施工，于2010年8月31日提前交付業(yè)主安裝廚房設(shè)備。
Two stories of kitchen parts of service centre shall insert the decoration construction in advance. It shall deliver to the owner and install the cooking apparatus in advance on August 31, 2010.

第五階段——總圖施工階段，2008年10月1日開始直至2010年11月21日結(jié)束。
The fifth stage - -The construction stage of the general drawing; starts from November 21, 2010 and completed on October 1, 2008.

一、拆除工程
I. Demolished project
第一階段——能源中心施工階段基本不涉及拆除工程，拆除工程主要集中在第二施工階段，即地下車庫施工階段之前，拆除場區(qū)范圍內(nèi)現(xiàn)存的G樓、H樓、原有能源中心、食堂、倉庫、即A、M樓之間的連廊，拆除面積約11800平方米，包括2棟六層、1棟三層、2棟二層、2棟一層原有建筑，均為磚混及框架結(jié)構(gòu)樓房，工程按照總進度計劃將于2009年11月1日開始，2009年11月21日結(jié)束，歷時21天。
The first stage - -The construction stage of energy centre does not involve with demolished project. The demolished project is mainly concentrated on the second construction stage, namely before the construction stage of the underground garage. The building in demolished area has building G, building H, original energy centre, dining room, and warehouse, namely vestibule between building A and M. The demolished area is about 11800 square meters, including 2 buildings of six floors, one building of three floors, 2 building of two stories , and 2 original building of one floor, which shall be category as brick-concrete structure and the frame structure building. The project shall be started on November 1, 2009 according to the general progress, and finished on November 21 , 2009, it shall last for21 days.

二、土方降水護坡工程
II. Project of bank protection of earthwork precipitation
本工程基坑支護深度為12.02～14.17m。參考《勘察報告》，在本基坑基底標高以上存在三層地下水影響本工程基坑施工。綜合考慮《北京市建設(shè)工程施工降水管理辦法》關(guān)于北京市所有新開工的工程限制進行施工降水等有關(guān)條款的文件精神和本工程地質(zhì)條件等因素，本工程擬采用坑外止水帷幕擋水，輔助坑內(nèi)管井降水的方式進行降水。根據(jù)甲方提供的相關(guān)資料和甲方的有關(guān)要求及工程場地現(xiàn)場踏勘，本工程基坑周圈不具備放坡進行土方開挖的場地條件。擬采用上部2m擋土墻，下部樁錨的支護體系。
The depth of the foundation pit supporting of this project is about 12.02- 14.17m; it is applicable to refer to the relevant information of “Survey Report”. Above the elevation of the base hole of this foundation pit has three groundwater layers to affect the construction of this project. Comprehensively consider the factors as relevant documents and geological condition of this project for construction restriction of precipitation for all newly started project in Beijing of “Precipitation Management Method of Project Construction of Beijing”. This project plans to adopt the water curtain outside the well to block water, and assist the precipitation inside the well. According to relevant materials offered by Party A and relevant specification of Party A as well as the on site survey, the base hole of this project does not possess the condition of earthwork excavation. It is planned to adopt retaining wall of 2m on the top and propping system of protecting of anchor in the under part.
考慮到能源中心需先期施工，其余結(jié)構(gòu)物的施工滯后較長時間。且在其施工期間，地下室等部分的施工場地尚未開始拆遷，因此，在能源中心施工期間，整個工程場地周圈的止水帷幕不能封閉，需采取相應(yīng)的補充措施方能保證能源中心干槽施工。同時，能源中心與地下室的分界面處土層不能自穩(wěn)，需進行支護。由于G樓不能提前拆除，能源中心東側(cè)施工場地相對狹窄，擬采用護坡樁+止水帷幕對能源中心進行封閉，然后對能源中心基坑內(nèi)采用管井降水予以抽排。
Considering that energy center should be constructed in advance and the construction of other structures lags behind for a long time, removal of construction site just as basement has not begun yet during its construction, therefore, waterproof curtain of the whole construction side should not be closed down during construction of energy center and corresponding supplement measures should be taken to ensure dry socket construction of energy center. At the same time, soil layer on interface between energy center and basement can not be self stabilizing, thus supporting is necessary. As building G can not be demolished in advance and construction site on the east side of energy center is relatively narrow, it is planned to close down energy center by adopting slope protection pile plus waterproof curtain, and then take tube well dewatering to pump drainage in foundation pit of energy center.

能源中心土方、降水及邊坡支護工程施工時間按照總體施工進度計劃為：
The construction date of earthwork of energy center, precipitation and supporting project shall comply with general construction speed as.

能源中心：
Energy centre:
 土方、降水、護坡：2008年10月1日至2009年1月17日；
 The earthwork, precipitation, bank protection: From October 1, 2008 to January 17, 2009;
 地基釬探：2009年2月20日。
 The rock drill survey of ground base: February 20 , 2009.
地下車庫：
Underground garage:
 土方、降水、護坡：2009年11月22日至2010年1月6日；
 The earthwork, precipitation, bank protection: From November 22, 2009 to January 6, 2010;
 地基釬探：2010年3月2日至2010年3月31日。
 The rock drill survey of ground base:  From March 2, 2010 to March 31, 2010.
三、樁基施工
III. Pile foundation construction
能源中心基礎(chǔ)設(shè)計了Φ600mm的抗拔樁85根，地下車庫基礎(chǔ)設(shè)計了Φ600mm 的基礎(chǔ)樁764根，有效樁長為17m、16m、13m和12m不等。采用長螺旋鉆孔壓灌砼成樁法施工。
The foundation of energy centre has arranged with the anti-floating pile for 85 with the dimension of Φ600mm. The foundations of underground garage has arranged with 764 of foundation pile with the dimension of Φ600mm. The effective lengths of the piles are 17m, 16m, 13m and 12m. Long spiral pore drilling is applied to press and irritate concrete for forming a pile in the construction.2014.1.18