施工技术 2012年10月上 84 CONSTRUCTION TECHNOLOGY 第41卷第374期 盾构机零部件再生技术研究 朱英伟，黄常波，张峰，张洪涛 (中建交通建设集团有限公司，北京100161) [摘要]针对盾构施工中刀具、刀盘耐磨板、液压油管等部件的磨损现象和磨损程度进行分析，通过合理论证制定 回收再利用的实施方案，进行经济对比分析后，对其进行有效地修复、提取和回收.通过借助各种先进的现代加工 工艺、设备以及改进措施等手段制造出新产品或恢复其功能，使其满足使用功能，从而可以达到节约成本、藏少浪 费的目的. [关键词]盾构；回收；再利用；耐磨板；液压油管 [中图分类号]TU603 [文献标识码]A [文章编号]1002-8498(2012)19-0084-03 Research on Recycling Technology of Shield Components Zhu Yingwei Huang Changbo Zhang Feng Zhang Hongtao (China Construction Communications Engineering Group Co. Ltd.Beijing 100161 China) Abstract:According to the analysis on wearing phenomenon of cutters resistant plates and hydraulic tubes in shield construction recycling schemes were made after proper study.These poents were effectively reparied extracted or recycled on the basis of economic contrast analysis.By means of advanced facilities and manufacturing technologies these ponents can be repaired to restore their functions or recycled for the manufacturing of new products thus to save cost and reduce waste. Key words:shields;recycling;reuse;resistant plate;hydraulic tube 在城市地下工程不断发展的今天，采用盾构法 盾构机刀盘工作时所处的环境比较恶劣，受力 施工进行隧道建设越来越广泛，它具有隧道结构施比较复杂，所以会经常出现磨损现象，尤其是盾构 工质量高、防水性能好、适用地层广和对周围环境机刀盘外周对于整个刀盘来讲极易磨损，为此盾构 影响小、安全性高、施工效率高等优点.盾构机的 机生产厂家也会着重考虑这方面的加强措施，焊接 零部件种类繁多、数量较大，涉及范围较广，如机、大量的耐磨材料如堆焊耐磨纹、焊接耐磨板或者增 电、液、气等多个学科，而且还存在零部件采购价格 加耐磨合金等，但这些措施仅满足一个区间的施工 昂贵，易损易耗品使用量较大、更换频率较高等特 需要，之后施工单位还要进行耐磨处理.常见的刀 点，这就决定了必须加强对盾构机零部件的使用和 盘耐磨板磨损情况如下. 管理工作.然而国内多数施工单位一般会将施工 1)耐磨板表面的合金全部脱落，并且耐磨板本 中产生的损坏零部件直接进行报废处理，造...

施工技术 2016年11月上 124 CONSTRUCTION TECHNOLOGY 第45卷第21期 D0:10.7672/sgj52016210124 盾构斜井管片接缝防水设计及防水性能试验研究* 李铁成 (中国铁建大桥工程局集团有限公司，天津300300) [摘要]盾构斜井防水不仅关系到斜井使用功能的正常发挥，而且关系到斜井使用期限的长短.以神华新街台格 庙矿区斜井工程的实施为工程背景，介绍了盾构斜井管片接缝的防水设计，并设计制作了T形模拟耐水压试验装 置，进行了盾构斜井管片接缝防水的模拟试验研究.通过试验验证了本项目中的弹性密封垫防水性能满足设计 要求. [关键词]盾构；斜井；管片接缝；防水；试验研究 [中图分类号]U455.43 [文献标识码]A [文章编号]1002-8498(2016)21-0124-03 Waterproof Design and Experimental Research on Inclined Shaft Segment Joint in Shield Li Tiecheng China Railway Construction Bridge Engineering Bureau Group Co.Ld.Tianjin 300300 China) Abstract:Waterproof is very important in the shield shaft.It is not only related to the normal use of the shaft but also to the use period of it.In this paper taking a inclined shaft engineering for example the waterproof design of the segment joint was introduced.Meanwhile the experimental device was designed and the experimental research was done of inclined shaft segment joint in shield.The test verifies that the elastic gasket waterproof performance can meet design requirement. Key words:shielding;inclined shaft;segment joints;waterproofing;testing 0引言 点，确保斜井整体防水效果.本文以该工程的实施 神华新街台格庙矿区斜井主井试验示范工程， 为工程背景，介绍了盾构斜井管片接缝的防水设 首次将盾构施工技术运用到连续下坡、长距离、大 计，并设计制作了T形模拟耐水压试验装置，进行 埋深煤矿斜井建设，其成功的实施将开创煤矿斜井 了盾构斜井管片接缝防水的模拟试验研究. 建设新模式，填补我国煤矿斜井盾构施工技术的空 1管片接缝防水设计 白，为快速、高效建设矿井提供技术支撑[.该工 管片接缝防水设计是盾构斜井正常使用的重 程埋深大、地下水文状况复杂，若出现渗漏水，将严 要保障，解决方法主要是使用耐久性和止水性严格 重影响斜井质量及斜井运营期间的使用安全. 的弹性密封垫.弹性密封垫是在管片接缝压密后， 盾构斜井渗漏水的位置通常是管片的接缝、管 靠密封垫之间的接触应力止水.弹性密封垫设计 片自身小裂缝、注浆孔和手孔等，其中尤以管片接...

2016年11月下 施工技术 第45卷第22期 CONSTRUCTION TECHNOLOGY 25 D0I:10.7672/sjs2016220025 盾构刀具磨损速率预测研究* 杨俊哲，邱承有2 (1.神华神东煤炭集团有限责任公司，陕西榆林719315；2.中铁十一局集团有限公司，湖北武汉430061) [摘要]在盾构掘进系统中，因为盾构刀具磨损速率直接关系到施工工期的长短，而施工工期是评价工程项目综合 经济效益最重要的指标.盾构刀具磨损速率的误差过大会导致施工企业对施工周期的错误预估，加大施工企业的 经营成本，严重时会导致整个盾构系统故障，因此，盾构刀具磨损速率是盾构掘进过程中需要监测的重要参数之 一.针对盾构掘进工艺进行研究，利用盾构掘进系统中的围岩强度、耐磨性、刀盘转矩、刀盘转速等主要运行指标 作为输人变量，盾构刀具磨损速率作为输出变量分别建立模拟退火优化的支持向量机模型(SA-SVM)以及遗传优 化的最小二乘支持向量机模型(GAIS-SVM).用建立的两种人工智能模型对神华神东补连塔煤矿斜井盾构刀具磨 损速率进行预测，通过对比刀具磨损速率预测值与实际值来验证人工智能预测模型的可行性与精确度. [关键词]盾构；刀具磨损速率；人工智能模型；预测 [中图分类号]TD26 [文献标识码]A[文章编号]1002-8498(2016)22-0025-06 Prediction of Cutting Tool Wear Rate Yang Junzhe' Qiu Chengyou? (1.Shenhua Shendong Coal Refco Group Iad.Yulin Shaanxi 719315 China; 2.China Railway No.11 Construction Bureau Group Co.Ltd.Wuhan Hubei 430061 China) Abstract:In the shield driving system because the shield tool wear rate is directly related to the length of the construction period and the construction period is the most important index to evaluate the prehensive economic benefits of the project.shield cutter wear rate of error over the general assembly in construction enterprises to the construction cycle error estimates increase the operating costs of construction enterprises serious when can cause the failure of the entire shield so the shield cutter wear rate is one of the important parameters of shield construction process need to be monitored.The shield tunneling technology research using shield boring system of rock strength we...

2011年1月 施工技术 第40卷第2期 CONSTRUCTION TECHNOLOGY 85 环形预应力盾构管片摩阻损失测试与研究 刘鹏，王贯明，杨思忠2，杨雄为3 (1.北京市市政工程研究院，北京100037：2.北京市拉路桥建材集团有限公司，北京100176： 3.柳州维机械份有限公司，广西柳州545005) [描盈]子某国内预应力工程，首次对原型预应力角构管片结构环衬进行摩阻捐失测试.采用夹停甲猫结含 的环挂术，对预应方管片环施加颗应力，以满足其承受内水压和外戴的要求，较准确地款得了环形预应力盾构 管摩和损失.同时初步确定摩阻系，并对试数据进行处理和分析.德果表明，测试结果后设计理施值比较 响含，可以满足实际试验要求. [关键词]预应力工程：预应力筋：无铜我：摩阳捐测试 [中分类]TU378 [献识移]A [支章编将]1002-8498(2011)02-0085-03 Test and Research on Friction Loss of Circumferential Prestressed Precast Concrete Segments Liu Peng' Wang Guanming' Yang Sizhong㎡，Yang Xiongwei (1.Beijing Municipal Engineering Research Institute Beijing 100037 China: 2.Beijing Municipal Road Bridge Building Material Group Co.Lid.Beijing 100176 China: 3.OVM Machinery Co.Ld.Liuzhou Guangxi 545005 China) Abstract:Taking some prestress engineering as example it is the first time to test the friction loss of full- scale circumferential prestressed precast concrete segment lining in China.The prestressed precast concrete segment lining is prestressed by using the annular anchorage technique of anchor blade bining with P-anchor in order to withstand the internal water pressure and external load.It is the first time to achieve the friction loss of circumferential prestressed precast concrete segment lining more accurately and the friction coefficient is initially determined.Besides the test data are treated and analyzed.The results show that test data accord with theoretical data which can satisfy the requirements of actual test. Key words:pr...

施工技术 2011年4月上 54 CONSTRUCTION TECHNOLOGY 第40卷第338期 灌注桩超声波衰减成像技术研究 董清华，袁国清，彭土有2，林逸标3 (1.五邑大学土木建装学院，广东江门529020；2.成都理工大学信息工程学院，四川成都610059； 3.江门市交通工程质量监督站，广东江门529000) [摘要]介绍了Landweber迭代算法衰减成像原理.采用加速的Landweber选代算法对一带有空洞缺陷体的混凝 土灌注柱模型进行了超声波衰减图像重建，所得图像清晰显示出空洞的位置与形状，并与速度重建图像相比较，两 者吻合较好.对某桥梁工程灌注桩进行了衰减图像重建与速度图像重建，两者均清楚显示出缺陷体的部位，经钻 孔抽芯验证，其结果证明了该衰减成像方法的有效性. [关键词]Landweber:袁减成像；超声波：灌注桩 [中图分类号]TU473.1 [文献标识码]A [文章编号]1002-8498(2011)07-0054-03 Research on Technology of Ultrasonic Attenuation Tomography for Cast-in-place Piles Dong Qinghua' Yuan Guoqing' Peng Tuyou? Lin Yibiao (1.School of Cisil Engineering and Architecture Wuyi University Jiangmen Guangdong 529020 China; 2.College of Information Engineering Chengdu University of Technology Chengdu Sichuan 610059 China; 3.Jiangmen Traffic Engineering Quality Administer Station Jiangmen Guangdong 529000 China) Abstract:Principle of Landweber iterative algorithm attenuation tomography is introduced.Accelerated Landweber iteration algorithm is used to calculate ultrasonic attenuation tomography for a cast-in-place pile model with a hole defect.The result clearly shows the position and shape of the hole and agrees well with the velocity image.Furthermore the algorithm is used on the attenuation image reconstruction for a cast-in-place pile of a bridge engineering.The reconstruction image and velocity image both clearly show the place of defect.The results of core-drilling verify the effectiveness of the algorithm. Key words:Landweber;attenuation t...

施工技术 2016年4月上 66 CONSTRUCTION TECHNOLOGY 第45卷第7期 D0I:10.7672/8js2016070066 灌注桩后注浆对沉降影响的数值分析* 郑楷，赵大军2，隗延龙3，毕岩4 (1.吉林建筑大学土木工程学院，吉林长春130118；2.吉林大学建设工程学院，吉林长春130022； 3.中煤科工集团西安研究院有限公司，陕西西安710077；4.中国新兴建设开发总公司，北京100039) [摘要]分别对北京和西安2个不同的超高层综合楼项目及高层住宅项目灌注桩基进行了压浆前和压浆后桩基沉 降量的有限元数值模拟，并结合实际的单桩静载受压试验得出的桩基沉降量进行分析对比，得出压浆后灌注桩数 值模拟沉降量与实际沉降量之间的误差率. [关键词]桩基础；高层建筑：灌注桩；后压浆；沉降；数值模拟 [中图分类号]TU473.1 [文献标识码]A [文章编号]1002-8498(2016)07-0066-04 Numerical Analysis of the Influence of Post Grouting for Cast-in-situ Piles Zheng Kai Zhao Dajun2 Wei Yanlong Bi Yan (1.School of Ciril Engineering Jilin Jianzhu University Changchun Jilin 130118 China; 2.College of Construction Engineering Jilin University Changchun Jilin 130022 China; 3.CCTEG Xi'an Research Institute Xi'an Shaanxi 710077 China; 4.China Xinxing Construction and Derelopment General Co.Ltd.Beijing 100039 China) Abstract:Based on two different high-rise buildings in Beijing and Xi’an this paper made finite numerical simulation on pile foundation settlement before and after grouting.Combining with the settlement of single pile static load test this paper made analysis and obtained error rate between actual settlement and numerical simulation results. Key words:piles;tall buildings;bored piles;post grouting;settlement;simulations 0引言 发，以便于更好应用于实际工程. 随着国民经济的飞速增长，一方面二、三线城 灌注桩后压浆技术是指在灌注桩灌注混凝土 市陆续崛起，国家基本建设投资的规模和金额不断 之前预先在桩身周围或桩底埋置压浆管，当桩身达 增加，各类高层、超高层建筑的兴建已成为现代化 到预定强度之后，把起到交接固化作用的浆液通过 都市的重要标志.另一方面，城市的快速发展也使 压浆管压入桩身周围土体或压入桩端持力层土层 建筑工程施工面临一些新的困难.对工程建设场 中，使桩...

施工技术 2013年11月下 98 CONSTRUCTION TECHNOLOGY 第42卷第22期 D0I:10.7672/8gjs2013220098 滑模拖带技术在筒仓工程中的应用* 赵少伟，张冬，郭蓉，夏立春 (河北工业大学土木工程学院，天津300401) [摘要]目前，广泛应用于大直径简仓类建筑的施工顺序为先对仓壁进行施工，然后安装仓顶，存在工序复杂、成本 高等问题.而国内研发的滑模拖带施工技术可以解决这些问题，但至今对该技术的系统研究还未进行，应用时会 比较危险.对此，结合实际工程对该种施工方法的设计、工艺和施工过程中的监测做了详细的阐述，从理论和实践 上保证了该项技术能成功地应用到大直径筒仓类结构中. [关键词]安装；滑模拖带；筒仓；网壳；监测 [中图分类号]TU378 [文献标识码]A [文章编号]1002-8498(2013)22-0098-04 Application of Sliding Towing Techniques in Silo Project Zhao Shaowei Zhang Dong Guo Rong Xia Lichun School of Civil Engineering Hebei University of Technology Tianjin 300401 China) Abstract:At present the construction sequence of the large diameter silos which are widely used in cement coal grain modern logistics and other industries is constructing the warehouse wall first and then installing the warehouse roof.There are some problems such as time-consuming cumbersome costly.While the domestic study on sliding towing space steel structure construction technology can solve these problems but so far there has not been the systemic research of the technology the application would be more dangerous.So this paper bines practical engineering to elaborate such type of construction method's design the monitoring process and the construction process in detail to ensure the technology can be successfully applied to large diameter silos class structure from the theory and practice. Key words:installation;sliding towing;silos;shells;monitoring 0引言 料库项目对该种施工工艺进行介绍. 20世纪初，随着施工综合管理水平逐步提高及1工程概况 集中控制设备和液压滑...

施工技术 2010年4月 40 CONSTRUCTION TECHNOLOGY 第39卷第4期 滑模技术在邯钢新区漩流井沉井工程的应用 岳文彦1，刘广业，胡长明2 (1.上海宝冶建设有限公司，上海200941；2.西安建筑科技大学土木工程学院，陕西西安710055) [摘要]邯钢新区流井平面为一双圆筒形水井，施工时主要考虑外简施工，设计为沉井结构.鉴于滑模技术在该 沉井施工中的技术难点，给出了滑模系统组成及千斤顶、门架等的应用.介绍了滑模技术与沉井工艺的配合和施 工过程控制措施，指出采用滑模技术进行并壁接长时，应注意水平构件和井壁间的连接问题. [关键词]沉井；滑模技术；控制措施 [中图分类号]TU755.2 [文献标识码]A[文章编号]1002-8498(2010)04-0040-03 Sliding Formwork Application in Caisson Engineering of Han'gang Cyclone Well Yue Wenyan' Liu Guangye' Hu Changming2 (1.Shanghai Baoye Construction Co.Lid.Shanghai 200941 China; 2.School of Civil Engineering Xi'an Unisersity of Architecture and Technology Xi'an Shaanxi 710055 China) Abstract:Some Han'gang cyclone well is a bi-cylinder structure and outer cylinder construction is considered mainly which is designed as caisson structure.According to the difficulties of sliding formwork technology used in caisson construction the position of sliding formwork system and application of jack and gantry are indicated.Furthermore the bining of sliding formwork and caisson technologies and the control measures during construction are introduced which demonstrate that the connection of horizontal ponents and sidewall should be paid more attention during jointing in length. Key words:caisson;sliding formwork technology;control measure 沉井法施工是先在地表制作一个井筒状的结构物产生流砂，碎石层和黏土岩层土层很硬.地质条件相 (沉井)，然后在井壁的围护下通过从井内不断挖土，对比较复杂. 使沉井在自重作用下逐渐下沉，达到预定设计标高后， 综合考虑本工程的平面布置、结构特点、地质条件 再进行封底，构筑内部结构的一种施工工艺.小型沉等因素，先开挖掉杂填土、素填土等不均匀土层，在一 井一般是在地表制作完毕后再下沉；大型沉井一般是定深度基坑内进行沉井...

施工技术 2014年4月上 118 CONSTRUCTION TECHNOLOGY 第43卷第7期 D0I:10.7672/8gjs2014070118 滑升模板施工技术在信标塔工程中的应用 谢夫海 (中国矿业大学（北京）力学与建筑工程学院，北京100083) [摘要]结合某信标塔工程实例，针对工程的结构特点，介绍了信标塔滑模施工的技术控制要点.从滑模系统的安 装、钢筋混凝土施工、塔身混凝土养护、挑檐钢筋钢结构预埋件的处理以及施工注意事项等方面对滑模施工进行了 详细介绍. [关键词]模板；滑模；信标塔；施工技术 [中图分类号]TU755.2 [文献标识码]A [文章编号]1002-8498(2014)07-0118-04 Application of Sliding Formwork Construction Technology in Beacon Tower Engineering Xie Fuhai (School of Mechanics Civil Engineering China University of Mining and Technology Beijing Beijing 100083 China) Abstract:Based on some beacon tower engineering practice according to the structure characteristics of the engineering this paper introduced technology control points of sliding formwork construction.The sliding formwork construction technology were introduced in detail from sliding formwork system installation reinforced concrete construction tower concrete curing embedded parts treatment and attentions. Key words:formworks;sliding formwork;beacon tower;construction 1工程概况 试验. 北七家沙子营全向信标/测距仪台搬迁工程中 3)本工程进行滑模施工时涉及到幕墙、脚手 的全向信标台主体结构是钢筋混凝土塔结构，塔高 架、钢结构等多工种的交叉配合，施工组织要求高、 70.000m 由塔座、塔身、塔楼组成.塔身为圆形中 协调难度大.项目部应成立相应协调机构，理顺协 心筒结构，内有电梯井及楼梯间，中心筒内径为 调程序，保证各工种的钢筋或连接件的预埋符合设 7.2m 壁厚450mm 内直行墙厚为250mm 如图1所 计及施工要求. 示.中心筒及内墙采用滑模工艺施工，滑模高度为 3滑模系统主要施工装置 4.950~58.700m. 3.1液压提升系统 2主要施工难点及对策 1)滑模开字架平面布置提升架是滑模装置 1)本工程滑模施工期间正逢雨期施工，在混凝 的主要承力构件.本工程采用的提升架为双横梁 土浇筑前要关注天气情况，合理安排施工时间；滑 的“开”字形架.横梁由[10，[12制作，立柱用槽 模每次提升高度减半，混凝土采用凝结较快的配 钢、角钢、钢板焊接制成.提升架的2根立柱保持平 合比. 行，并与横梁连接成90°.滑模开字架按塔身周圈 2)滑模施工期间正值夏季气温较高的时...

2014年8月下 施工技术 第43卷第16期 CONSTRUCTION TECHNOLOGY 63 D0I:10.7672/5j52014160063 滑-翻结合液压模板在高墩施工中的应用 蔡新宁，李怀友 (中交一公局第六工程有限公司，天津300451) [摘要]目前山区桥梁较多，桥墩较高，最高墩高达195m.高墩施工较成熟工艺主要有翻模爬模、滑模，其中翻模 施工安全危险性高；爬模施工对混凝土初凝控制要求高，预埋件易于破坏新浇筑混凝土；滑模施工对混凝土要求较 高、外观控制困难，一般不选择使用.在天池特大桥高墩施工中，通过设计、不断改进，将滑模及翻模优点结合起 来，形成高墩液压滑翻结合系统，解决了高墩施工存在的各种问题. [关键词]桥梁工程；模板；液压模板；高墩；应用 [中图分类号]TU755.2 [文献标识码]A [文章编号]1002-8498(2014)16-0063-03 Application of Sliding-turnover Hydraulic Formwork in High Pier Construction Cai Xinning Li Huaiyou No.6 Engineering Co.Lid.of CCCC First Highway Engineering Co.Lid.Tianjin 300451 China) Abstract:At present there are many bridges and high piers in mountain.The highest pier is up to 195m.Some mature high piers construction technologies have turnover formwork climbing formwork and sliding formwork.In these turnover formwork is high-risk for construction safety.And during climbing formwork construction the initial setting time of concrete must be controlled and the embedded parts are easy to destroy the new pouring concrete.The sliding formwork construction has higher requirement for concrete surface and is usually not used.In high pier construction of Tianchi Bridge by detailed design and development sliding-turnover hydraulic formwork bination system is formed by bing with the advantages of sliding formwork and turnover formwork which can solve these problems occurred in high pier construction. Key words:bridges;formwork;hydraulic formwork;piers;application 1以往高墩施工中的缺点 预埋立杆费用大，施工中外观、线...

施工技术 2015年10月下 46 CONSTRUCTION TECHNOLOGY 第44卷第20期 D0I:10.7672/sgjs2015200046 湖州奥体体育场钢屋盖施工关键技术研究* 苏英强，王留成，王强，王超杰，全书敬，刘粟雨 (浙江精工钢结构集团有限公司，浙江绍兴312030) [摘要]湖州奥体体育场屋盖钢结构采用叠合双层开口网壳结构形式.由于建筑造型新颖别致，施工难度大，质量 要求高，为了保证施工的质量和精度，对体育场钢结构施工过程中的关键技术进行了研究，主要包括叠合区4层超 厚网壳安装技术、圆管柱支撑与格构柱支撑架混合组合应用技术、大悬挑复杂空间叠合双层网壳屋盖预起拱技术、 局部叠合异形双层网壳结构合找缝选择、分区分级分步阶梯砂箱卸载技术等关键技术. [关键词]体育场；钢结构；屋盖；双层网壳结构；施工技术 [中图分类号]TU758.1 [文献标识码]A [文章编号]1002-8498(2015)20-0046-04 The Research on Key Construction Technology of Steel Roof Structure for Huzhou Olympic Stadium Su Yingqiang Wang Liucheng Wang Qiang Wang Chaojie Tong Shujing Liu Suyu (Zhejiang Jinggong Steel Building Group)Co.Ltd.Shaoxing Zhejiang 312030 China) Abstract:The steel roof structure for Huzhou Olympic Stadium adopts the structure system of two-layer shell structure.Due to the architectural style is novel and unique difficult construction high quality requirements in order to ensure the quality and accuracy of the construction the key technology construction of stadium was studied during construction such as the overlapping zone four super thick shell installation technology bination application technology of pipe column supporting and lattice column supporting pre arch technology of large cantilevered space plex folding two-layer shell roof closure joint setting of local laminated shaped two-layer reticulated shell structures hierarchical partitioning step by step ladder sandbox unloading technology and so on. Key words:stadiums;steel structures;roofs;two-...

施工技术 2013年4月下 72 CONSTRUCTION TECHNOLOGY 第42卷第8期 D0I:10.7672/sgjs2013080072 海河隧道沉管预制技术* 代敬辉 (中铁十八局集团第五工程有限公司，天津300459) [摘要]海河隧道工程采用沉管法工艺施工，河中沉管分为3节，每节沉管为“两孔三管廊”的矩形箱式结构，沉管 在干坞内预制.主要叙述了沉管预制主要施工技术，介绍了管段起浮层做法、管段的模板设计安装拆除、沉管混凝 土质量控制、端铜壳加工与安装、聚脲防水等技术要点.按照笔者所述工艺，顺利完成了全部沉管沉放、对接作业， 沉管底板、外侧墙、顶板未发现任何渗漏点. [关键词]隧道工程；沉管；预制；防水；施工技术 [中图分类号]U459.5 [文献标识码]A [文章编号]1002-8498(2013)08-0072-04 Technology for Prefabrication of Immersed Tube in Haihe River Tunnels Dai Jinghui (The Fifth Engineering Co.China Railway 18 Bureau Group Co. Ltd.Tianjin 300459 China) Abstract:Haihe River Tunnel project used immersed tube method.The immersed tube was divided into three segments and each segment was a rectangle box-shaped structure with two holes and three galleries. The immersed tubes were fabricated in dry dock.This paper introduces the construction technology for prefabrication of immersed tubes including the fabrication of the tube floating layer design installation and demolition of tube formwork quality control for immersed tube concrete fabrication and installation of end steel case polyurea waterproofing.According to the method described the sinking of all immersed tubes as well as their connections were pleted successfully and no leakage were observed at the bottom lateral walls and roof of the immersed tubes. Key words:tunnels;immersed tube;prefabrication;waterproofing;construction 1工程概况 个关键因素.作为管段沉放对接时GINA止水带压 海河隧道工程是天津市滨海新区中央大道穿缩的导向面，端钢壳的精度直接影响到沉放管段的 越海河的一个重要节点工程，工程路线全长4.2km “轨迹”和姿态，是沉管成功沉放对接的...

2010年7月 施工技术 第39卷第7期 CONSTRUCTION TECHNOLOGY 73 海水源热泵技术在青岛奥帆基地 媒体中心工程中的应用 孙邦君，李丰会 (青建集团股份公司，山东青岛266071) [摘要]青岛奥帆基地媒体中心空调系统采用开式间接利用方式的海水源热泵技术.介绍了这种技术的特点，以 及这种空调系统设计时，海水取、排水点，混凝土沉箱，材料和设备选择时应注意的问题.同时介绍了这种空调系 统施工要点及质量要求.通过3年多的使用，该系统运行稳定，经济效益和社会与环保效益显著. [关键词]空调系统；海水源热泵；开式间接利用方式；施工 [中图分类号]TU832.13 [文献标识码]A [文章编号]1002-8498(2010)07-0073-04 Application of Sea-water-source Heat Pump Technology in Media Center of Qingdao International Sailing Base Project Sun Bangjun Li Fenghui (Qingdao Construction Group Co.Lad.Qingdao Shandong 266071 China) Abstract:The air-condition system in Media Center of Qingdao International sailing base project uses sea- water-source heat pump with openning indirect using style.The authors introduce characteristics of this system.Some attensioned problems are also showed in selection of intake and drainage points of seawater concrete caisson materials and equipments when the air-condition system is designed.And the construction key points and quality requirments are introduced.Through running for three years this air- condition system has been stable working and has good effect of economic social and environment protection. Key words:air-condition system;sea-water-source heat pump;openning indirect using style; construction 海水源热泵是一种节能、环保、可再生的绿色新能海水源热泵技术.通过3年多的空调季节使用，该系 源，是我国调整能源利用结构，发展利用可再生能源策统运行稳定，节能效果明显. 略的重点推广项目之一，具有广泛的推广应用前景. 2海水源热泵技术 但是海水源热泵技术的应用在我国还刚开始，因 海水源热泵技术是利用巨大的海水水体吸收并储 而在设计、施工、调试与运行、保养等方面还存在着诸 存的低位热能资源（包括热量和冷量），并采用热泵原 多垂需解决的问题.结合第29届奥运会青岛国际帆 理，通过少量...

施工技术 2012年9月下 46 CONSTRUCTION TECHNOLOGY 第41卷第373期 海控国际广场避难层结构综合施工技术 王冬冬，高振洲，李松，李湘黔 (中国建筑第六工程有限公司华东分公司，江苏南京210016) [摘要]海控国际广场A座总建筑高度249.7m 在6 17 32 51层分别设置了避难层和设备转换层，其中17 32 51 层为伸臂桁架结构避难层，层高5.5m 共设置8福外伸臂桁架和4福核心筒内置桁架，与外框钢结构环状桁架形成 加强层.合理的施工流程设计与精确的钢结构安装以及钢筋工程、混凝土工程、模板工程、钢结构工程的施工交叉 与配合是保证伸臂桁架避难层施工质量的关键.重点介绍伸臂桁架避难层各项工序的施工重点与交叉配合，保证 了工程质量和总体进度，取得了预期经济效益和社会效益. [关键词]高层建筑；钢结构；避难层；伸臂桁架；核心简 [中图分类号]TU71 [文献标识码]A [文章编号]1002-8498(2012)18-0046-04 The Comprehensive Construction Technology for the Refuge Floors of HNA International Mansion Wang Dongdong Gao Zhenzhou Li Song Li Xiangqian Huadong Branch of China Construction Sixth Engineering Bureau Co.Lid.Nanjing Jiangsu 210016 China) Abstract:Tower A of HNA International Mansion is 249.7m in building height and refuge and M&E transfer floors are located at floor 6 17 32 51.Moreover the floor 17 32 51 are overhanging truss structure for refuge purpose.Each of the three refuge floor height is 5.5m.Eight pieces of overhanging truss and 4 pieces of inner core wall truss are placed in each floor which forming strengthening floor with steel circle truss of outer frame.The key items to ensure the construction quality are reasonable work process accurate steel erection as well as crossing and bination of steel rebar installation concrete work formwork and steel structures.The paper introduces construction importance and crossing and bination construction to ensure the quality and schedule.Then good economical and social benefit is obtained. K...

施工技术 2013年8月上 40 CONSTRUCTION TECHNOLOGY 第42卷第15期 D0I:10.7672/sgjs2013150040 海控国际广场超高空屋顶空间网架施工技术* 吕运星，陈曾2，张磊1，王永年 (1.中建钢构有限公司，广东深圳518040；2.天津生态城公屋建设有限公司，天津300000) [摘要]海控国际广场项目建筑高度249.7m 其结构标高213.700~249.700m为拱形空间异形网架结构.该部分 结构体系复杂，单拱最大跨度36.2m 最大高度36m 且处于超高空施工，受环境条件影响大，决定采用无胎架支撑 安装方法.通过对施工过程的模拟分析，证明该方法可行，并将施工监测数据与施工模拟结构进行对比分析，及时 ，保证施工安全性.对比实施方案证明无胎架施工减少了施工措施投入，施工更加经济、快捷. [关键词]高层建筑；空间网架；有限元分析；施工技术 [中图分类号]TU758.11 [文献标识码]A [文章编号]1002-8498(2013)15-0040-04 Construction Technology of Spacial Grid Structure at High-altitude Roof in HNA International Plaza LǚYunxing' Chen Ceng2 Zhang Lei' Wang Yongnian' (1.China Construction Steel Structure Co.Ltd.Shenzhen Guangdong 518040 China; 2.Tianjin Eco-city Housing Construction Co.Lid.Tianjin 300000 China) Abstract:The HNA International Plaza is 249.7m at height.The spacial arch-shaped grid structure locates at structural elevation of 213.700 ~249.700m.The grid structure is plex.The maxmum single-arch span is 36.2m and the maximum arch height is 36m.The grid structure is constructed at super-high altitude and influenced by enviromental conditions so the structure will be installed by method of no supporting frame.Finite element analysis is done to calculate the construction process.By paring calculating and monitoring results the method is feasible and the construction safety is ensured.The paring scheme shows that the construction methods without supporting forms reduce the construction measure investment and the construction is co...

施工技术 2012年8月下 44 CONSTRUCTION TECHNOLOGY 第41卷第371期 海外市政工程图纸设计与管理 宋志平，王力尚，董伟，刘丽州，刘永浩 (中建海外中东有限公司，阿联酋迪拜) [摘要]针对海外市政工程设计施工一体化施工特点，介绍了图纸开工初期的准备工作，在施工深化设计过程中道 路、管线、道路的标志和标识、交通信号灯系统设计以及结构工程施工图设计等分项工程的设计内容、技巧，以及图 纸的申报、发放管理方法.图纸设计与管理工作执行中必须保证准确性，这样才能保证项目按期完工. [关键词]项目管理；市政工程；工程图纸；设计 [中图分类号]TU721.2 [文献标识码]A[文章编号]1002-8498(2012)16-0044-05 Shop Drawing Design and Management of Municipal Project of Overseas Song Zhiping Wang Lishang Dong Wei Liu Lizhou Liu Yonghao China State Construction Engineering Corporation Middle East L.L.C. Dubai UAE) Abstract:With respect to the technical characteristics of design-build method applied in oversea civil and infrastructure project this paper introduced the preparation during the initial phase of shop drawing design and marking of roads pipelines landmarks and signal lamps etc.during the detailed design phase.The design and techniques for sub-system such as construction drawing is also introduced as well as the management of drawing declaration and issuing.Accuracies must be guaranteed during the design and management of shop drawings to insure that the project can be finished on schedule. Key words:project management;municipal project;engineering shop drawing;design 在海外从事市政工程施工技术管理工作，与国准备工作主要有以下几项. 内从事技术工作相比，最大的差别在于加入了设计 1)原地面标高图该图是在测量原始数据基 的职能.这就意味着承包商不仅需要承担施工责 础上形成的一张覆盖全部项目的原地表高程图，这 任，还要承担部分的设计责任.承包商从监理（设 是一张非常重要的施工原始记录图，与土方挖 计方)手里拿到的是合同图纸，用于指导施工还存 填有关的工程计量原始数据以此图为依据. 在一定的差距，需要承包商结合现场的实际情况进 此图的形成过程非常简单，将原始测量数据整 行深化设计，修改成施工图后，申报给监理工程师 理成Excel表格，保留...

2014年8月下 施工技术 第43卷第16期 CONSTRUCTION TECHNOLOGY 23 D0I:10.7672/5js2014160023 海军某工程硅藻装饰墙泥施工技术 王炎伟，陈赛菊，陆建飞 (中天建设集团有限公司，浙江杭州320000) [摘要]硅藻装饰墙泥与传统装饰壁材相比，具有净化空气、保温隔热、降低噪声等性能特点，其装饰表观效果可分 为平光面装饰面层、毛而喷涂和艺术面层3类，主要围绕该3类装饰效果介绍了相应的施工方法.硅藻装饰墙泥 为新型装饰材料经济效益较好，具有良好的推广价值. [关键词]装饰；硅藻；墙泥；平光面；毛面喷涂；艺术面层；施工技术 [中图分类号]TU532.64 [文献标识码]A [文章编号]1002-8498(2014)16-0023-03 Construction of Diatom Decoration Wall Mud in an Engineering Wang Yanwei Chen Saiju Lu Jianfei Zhongtian Construction Group Co.Lad.Hangzhou Zhejiang 320000 China) Abstract:Comparing with traditional decoration wall materials the diatom decoration wall mud has some advantages of air purification heat insulation and reducing noise.The decoration surface effects divide into three categories of smooth surface coarse surface and art surface.This paper mainly shows the corresponding construction method of three surfaces.The diatom decoration wall mud is a new kind of decoration material with good economic benefit and popularization value. Key words:decoration;diatom;wall mud;smooth surface;coarse surface spray;art surface;construction 海军9155工程总投资为2.57亿元，总建筑面耐老化、不褪色、粉化、掉渣、剥落等性能特点.施 积52908.4m2.其中地上建筑面积42355.5m2 地工前可以通过调整墙泥粉的颗粒大小、级配和颜色 下10552.9m2.地下2层、地上12层，总建筑高度 等，运用不同工具和施工表现手法，可以创造出各 为56.8m.本工程会议室及大堂顶棚采用装饰墙泥 具特色的装饰效果和多功能装饰界面.硅藻土装 施工工法施工，根据不同部位的设计要求，采用平 饰墙泥根据装饰表现效果可分为3类：①平光面装 面施工方法、喷涂施工方法、艺术纹理施工方法，达 饰面层表面平光并能展现不同颜色和纹理；②毛 到不同装饰效果，整个施工过程快捷、环保、无污染. 面喷涂可仿制石材粗犷质感，装饰面具有一定吸 硅藻装饰墙泥复合了硅藻矿物质的物理吸附 声降噪的声学效果；③艺术面层通过不同的工具 性能和离子交换性能，具有净化空气、保温隔热、降 可制作各类图案及造型.装饰...

施工技术 2015年9月上 120 CONSTRUCTION TECHNOLOGY 第44卷第17期 D0I:10.7672/sgjs2015170120 海上软土地基中大型钢板桩围堰加固技术 徐辉，梁治国 (上海建峰取业技术学院，上海201900) [摘要]三门核电一期排水口工程处于海滩软土地区，采取双排钢板桩围堰施工措施.施工过程中围堰产生了较 大变形，影响围护体系和坑内作业的安全.在分析变形产生原因的基础上，提出了围堰加固的措施并进行了加固， 取得了较好的效果. [关键词]地基；核电工程；围堰；钢板桩；加固 [中图分类号]U673.3[文献标识码]A[文章编号]1002-8498(2015)17-0120-04 Reinforcement Technology of Large-scale Steel Sheet Pile Cofferdam in Soft Foundation on the Sea Xu Hui Liang Zhiguo Shanghai Jianfeng Vocational College Shanghai 201900 China) Abstract:The outfall engineering in the first phase project of Sanmen Nuclear Power Station locates in soft soil area in a beach double-row steel sheet pile cofferdam is used.The cofferdam produces moderate finite deformation in construction which effects enclosure system and operation safety in foundation excavation.Based on the cause analysis of deformation this paper puts forward reinforcement measures good effect is obtained. Key words:foundations;nuclear power engineering;cofferdams;steel sheet piles;reinforcement 1工程概况 2地质情况（见图2） 三门核电一期工程是我国引进第三代压水堆 场地内地质情况如下：①4流泥浅灰黄色，土 核电技术自主化依托项目，采用国家全面技术引进 质较均匀，流动状.稍具腥臭味，含少量有机质，无 的第三代核电技术AP1000堆型，一期工程机组装 摇振反应，光滑，干强度高，韧性高.②淤泥灰 机容量为2台AP1000(1250MWe)核电机组，远期 色，质地均一、细腻，底部一般含有贝壳碎片及腐殖 规划容量为三期共6台AP1000核电机组. 质，无摇振反应，光滑，干强度高，韧性高，流塑.③ 一期工程排水口结构的干作业空间设计采用 黏土灰色青灰色，该层土质不均，局部为淤泥 双层钢板桩围堰形式，围堰形成后在内侧施工水泥 质黏土，夹薄层粉砂，含有少量贝壳碎片，局部见有 土搅拌桩，形成围堰基坑的围护体系，基坑开挖深 腐殖质，无摇振反应，稍有光滑，干强度高，韧性高， 度达9m.排水口呈喇叭口状，出口段宽67m 末端 流塑~软塑.①粉质黏土混角砾灰绿色，含5%~ 宽171m 整个围堰东西向长168m 中心线周长约 20%的角砾，砾径10~50mm 无摇振反应...

施工技术 2012年3月上 52 CONSTRUCTION TECHNOLOGY 第41卷第360期 海上超长超深嵌岩钻孔灌注桩施工技术 陈日胜1，周翰斌2 (1.中交四航局第一工程有限公司，广东广州510500； 2:中交第四航务工程局有限公司，广东广州510231) [摘要]以马来西亚槟城二桥工程为依托，研究了最大钻孔深度达133.15m、嵌入微风化硬岩的最大厚度达10m、覆 盖层以砂层与粉砂层为主的海上钻孔灌注桩的主要施工工艺和控制方法，包括施工平台布置、设备选型及改进、泥 浆控制、成孔参数调整、水下混凝土配制与灌注等.解决了该工程钻孔灌注桩施工中的重大技术难题. [关键词]桥梁工程；斜拉桥；钻孔灌注桩；嵌岩；施工技术 [中图分类号]U445.551[文献标识码]A[文章编号]1002-8498(2012)05-0052-05 Construction Technology of Super-deep Bored Pile with Built-in-super-thick-rock Offshore Chen Risheng' Zhou Hanbin2 (1.The First Engineering Company of CCCC Fourth Harbor Engineering Co. Lad.Guangzhou Guangdong 510500 China; 2.CCCC Fourth Harbor Engineering Co.Ltd.Guangahou Guangdong 510231 China) Abstract:Based on the Penang Second Bridge project in Malaysia at the conditions of the maximum boring depth reaches 133.15m and the maximum thickness built-in-slightly weathered hard-rock reaches 10m and the covered layers mostly are sand layers and mealy sand layers primary construction technologies and control methods for bored piles in sea are studied including the layout of construction platform equipment selection and its amelioration slurry control adjusting boring parameters concrete preparation and pouring under the water and so on.The difficulties are solved by primary construction technologies and control methods finally. Key words:bridges cable-stayed bridges;bored piles;rock-socketed;construction 1工程概况 长度范围内桩径为230cm 其他部分桩径为200cm. 马来西亚槟城二桥是目前中国企业在境外实灌注桩柱长为102.115~126.905m 从施工平台面 施的最长跨海桥梁项目，在中国海外建桥史上将具高程3....

施工技术 2014年7月下 96 CONSTRUCTION TECHNOLOGY 第43卷第14期 D0I:10.7672/sgj82014140096 济宁体育馆张弦屋盖施工张拉模拟分析与监测 张月强1，张峥1 2，丁洁民1 2 (1.同济大学土木工程学院，上海200092；2.同济大学建筑设计研究院，上海200092) [摘要]济宁体育馆根据各区域的功能不同分别采用弦支弯顶和张弦梁结构.弦支弯顶平面为矩形，施工张拉有 很大的难度.对弦支穹顶和张弦梁结构分别制定施工张拉方案，两部分独立进行张拉.通过对弦支穿顶和张弦梁 的施工张拉模拟，并与设计的初始预应力比较，说明施工张拉方案是可行的.同时对施工过程的监测方法和监测 内容进行研究，以对施工工程进行控制. [关键词]钢结构；弦支弯顶；张弦梁；张拉；监测；数值模拟 [中图分类号]TU311.41;TU758 [文献标识码]A [文章编号]1002-8498(2014)14-0096-07 Construction Tension Simulation Analysis and Monitoring of Ji'ning Gymnasium Roof Zhang Yueqiang' Zhang Zheng.2 Ding Jiemin1.2 (1.School of Civil Engineering Tongji University Shanghai 200092 China; 2.Architecture Design Research Institute of Tongji University Shanghai 200092 China) Abstract:According to the various regions of the different functions suspendome and beam string structure were used in Ji'ning Gymnasium respectively.Suspendome's plan is rectangular so tensioned construction have great difficulty.Suspendome and beam string structures were developed tensioning construction program respectively and two parts were tensioned independently.By construction tensioning simulation of suspendome and beam string and pared with the design initial prestress it is indicated that tensioning construction program is feasible.Meanwhile the monitoring methods and contents of construction process is studied to control the construction project. Key words:steel structures;suspendome;beam string;tensioning;monitoring;simulation 1工程概况 支穹顶结构体系.为了保证赛场上方电视屏幕的 济宁体育馆主体呈现连续...