试验桩施工及静载试验翻译-中英对照
能源中心：
Energy centre:
- 试验桩施工及静载试验：2009年1月11日至2009年2月19
- Construction of testing pile and static loading test: From January 11, 2009 to February 19, 2009;
- 抗拔桩施工：2009年1月18日至2009年2月11日；
- Construction of anti-floating pile: From January 18th, 2009 to February 11, 2009;
地下车库：
Underground garage:
- 试验桩施工及静载试验：2010年1月4日至2010年2月13日；
- Construction of testing pile and static loading test: From January 4, 2010 to February 13, 2010;
- 抗拔桩施工：2009年12月31日至2010年3月5日；
- Construction of anti-floating pile: From December 31, 2009 to March 5, 2010;
- 桩基工程施工方案详见技术文件第二卷《专项施工方案》（上）第5章。
- The project construction scheme of pile base see chapter 5 of second volume of technological document “Special Construction Scheme” (Part One).
- 地源热泵地埋管施工
IV. Ground Buried Pipe Construction of Ground-Source Heat Pump
本项目的地源热泵系统将要为二期服务中心一、二层餐厅用空调机组的预冷预热盘管提供所需的冷热量。地源热泵地埋管按每米换热量60W计算，地埋管设计总长度为3600米。利用72米深的钻井50口（或20米深的钻井80口），钻孔内埋设D32单U换热管。
The ground-heat pump system of this project will be applied to provide cooling/heating energy for pre-cooling and pre-heating coil pipe of air conditioning unit on the first and second floors of service center in Phase II. The heat flux per meter for ground source heat ground buried pipe of ground-source heat pump is regarded as 60W, and the total length of ground buried pipe is 3600m. As for 50 drilling wells with 72m in depth (or 80 drilling wells with 20m in depth), D32 single U-Tube heat exchange tube is buried in drilling well.
本项目地源热泵机组系统地埋管换热器的钻孔和埋管将设置在地下车库地下二层地板以下的抗浮锚杆区，并且同锚杆错开布置。
The drilling and burying of ground buried pipe heat exchanger for system of f ground-source heat pump unit shall be set within anti-floating anchor zone below the garage of 2nd underground floor and same anchors should be laid with a stagger.
地埋管采用PE100型HDPE高密度聚乙烯材料（SDR11），公称压力1.6MPa，所有的聚氯乙烯管都要用专用的热熔设备进行热熔连接。
Ground buried pipe adopts PE100 type HDPE (SDR11) with a nominal pressure of 1.6MPa and all PVC pipes should be hot-melting connected by specific hot-melting device.
其施工流程：钻孔→管道连接→水压试验→垂直段放管→灌浆。
Other construction process: boring → pipe connection → hydrostatic test → vertical buried pipe → grouting
- 塔吊安拆及垂直运输
V. Installation and Demolishing of Tower Crane and Vertical Transportation
在本工程能源中心现行施工，由于场地狭小，工期紧凑，因此结构施工期间采用汽车泵解决竖向交通的运输问题，采用两台50t汽车泵，停靠在能源中心施工区域周边道路上进行吊装施工作业。
The current construction of this project in implemented in the energy centre. Due to the narrow and small site and compact time limit of this project, the automobile pump is applied for solving the vertical transportation problem during the structure construction period. Two automobile pump of 50t is applied close to the road around energy center for hoisting process.
地下车库施工阶段在基础底板1段、5段安装塔吊，塔吊型号分别是FO/23B(R=50m)、H3/36B(R=60m)，解决地下车库结构施工阶段的垂直运输。地下车库封顶后，拆除1号塔吊，2号塔吊待5段的服务中心结构封顶后再拆除。
Install the tower crane in 1 and 5 base plates at the stage of underground garage construction. The type of the tower cranes are FO/23B (R =50m) and H3/36B(R =60m) respectively, which solve the vertical transportation at stage of structure construction of underground garage. After the underground garage is completed, removing tower crane No. 1, tower crane No. 2 shall be removed after 5 sections of structure of service centre are completed.
1号塔吊安装时间：2010年1月7日，拆除时间：2010年7月1日；
Installation dateof tower crane No. 1: On January 7, 2010, demolish date: July 1, 2010;
2号塔吊安装时间：2010年2月1日，拆除时间：2010年8月24日；
Installation date of tower crane No. 2: On February 1, 2010, demolish date: August 24, 2010;
服务中心结构封顶后，安装一台双笼室外电梯解决装修、机电安装过程中的垂直运输。
After the structure of service centre is completed, install a double cage elevator outdoor to solve the vertical transportation of decoration and electromechanical installation.
外用电梯安装时间：2010年7月25日，拆除时间：2010年9月28日。
The installation date of external elevator: On July 25, 201, demolish date: September 28, 2010.
- 结构工程
VI. Structural Project
本工程地下工程是整个项目的心脏部分，所有建筑的主要设备，如变电站、制冷机房、柴油发电机组房、风机房、消防泵房、水泵房等都集中在这里。在地下工程施工中，要特别注意确保结构防水必须完好，这样在将来建筑设备的运行中不会受到漏水的干扰。这一点可以通过高质量的混凝土浇注和防水措施得到保证。
The underground project is the crucial part for the whole project, all major devices such as transformer substation, refrigeration room, diesel generating set room, fan room, fire-fighting pump room and water pump room all centralize here. Waterproof performance of this structure must be good so that the devices may operate without disturbing from water leakage, which can be guaranteed by high-quality concrete grouting and waterproof measure.
地下工程安装机电设备必须等到质检部门完成结构验收后才能开工。
Installing electromechanical equipment for underground project must start after structure acceptance performed by quality supervision department.
根据基坑工程土方收土方式，能源中心以后浇带为界单独组织施工，地下车库部分以后浇带划分成六个流水段顺序施工，垫层、防水、防水保护层、结构底板、墙柱、梁板结构工程施工流水段划分均相同。
According to connection mode of foundation pit project, the energy center takes post-pouring strip as a boundary to organize construction separately and the underground garage is divided into six sections by post-pouring strip for construction in sequence, i.e. cushion layer, waterproofing, waterproof protection layer, structure base slab, walls and columns, beam and slab structure, the division of each section in project construction is the same.
流水段划分图详见下一节内容。
The divisions of flow section see the content of next chapter
结构施工基本位于地下施工阶段，为常规的框架-剪力墙结构。结构施工阶段采用均衡流水段顺序施工方法。
The structure construction usually arranged in the stage of underground construction i.e. routine frame - shear wall structure. The stage of structure construction adopts the balanced flowing water method for construction.
能源中心基础底板施工时间：2009年3月8日至2009年3月19日
The construction period of base plate of energy centre: from March 8, 2009 to March 19, 2009
地下车库基础底板施工时间：2010年4月7日至2010年5月18日
The construction period of base plate of underground garage: from on April 7, 2010 to May 18, 2010
3、4号汽车坡道受到场地的限制，安排在与服务中心地上结构同步施工。
No. 3 and No. 4 automobile is limited by the site of slope, it is required to arrange to implement the construction along with the structure construction of service centre on the ground at the same time.
地下工程中有大量的机电设备安装工程，因此在工程一开始就需要在机电部分进行很好的协调。
There are a large number of electromechanical equipments installation projects in the underground project, therefore it is required to implement a good coordination in the electromechanical part at the beginning process of the project.
2014.1.23