2016年10月上 施工技术 第45卷第19期 CONSTRUCTION TECHNOLOGY D0I:10.7672/5j52016190007 天津高银117大厦轻钢龙骨隔墙井道系统关键施工技术 董志国，孙长礼，叶建，付国，李国喜 (中建三局集团有限公司工程总承包公司，湖北武汉430064) [摘要]以天津高银117大厦为例，为解决超高层建筑隔墙施工的整体稳定、耐火性及抗风压等性能问题，采用轻 钢龙骨石膏板墙体，使施工质量得到了控制，确保优质、快速、高效地完成施工任务. [关键词]高层建筑；隔墙；轻钢龙骨；防震；抗风压；施工技术 [中图分类号]TU758 [文献标识码]A[文章编号]1002-8498(2016)19-0007-03 Key Construction Technology of Partition Wall System of Light-gage Steel Joist of Tianjin Gaoyin 117 Building Dong Zhiguo Sun Changli Ye Jian Fu Guo Li Guoxi General Construction Company of CCTEB Group Co.Ltd.Wuhan Hubei 430064 China) Abstract:Based on Tianjin Gaoyin 117 building in order to solve the problems of integral stability fire resistance and resistance to wind pressure for the construction of high rise building this project uses light steel keel gypsum board wall.The construction quality is under control high-quality construction period and effect of construction tasks are ensured. Key words:tall buildings;partition;light steel keel frame;shockproof;wind load resistance:construction 0引言 多，协调的力度较大，应定期组织例会沟通协调，对 随着社会经济发展，越来越多的超高层建筑不相关施工工序讨论并达成一致，形成相关书面文 断涌现，而电梯作为超高层必不可少的运输工具显件，然后按此组织施工，封闭井道隔墙之前，办理会 得越发重要.近年来，不断有新的建筑材料出现，签单，由机电专业签字后方可封闭井道.巨型柱两 也使得电梯隔墙井道有了更多的选择.轻钢龙骨 侧轻钢龙骨隔墙仅先安装与巨型柱连接一侧，另一 作为一种新型的建筑材料，广泛用于宾馆、候机楼、 侧待幕墙安装完成后再进行安装.电梯前墙钢立 客运站、车站、游乐场、商场、工厂、办公楼、旧建筑 柱及钢梁安装完成后进行施工.电梯井道内与排 改造等场所.轻钢龙骨具有质量轻、强度高、适应 烟井等管井间隔墙需该位置电梯轨道梁安装完成 防水、防震、隔声、吸声等功效，同时还具有工期短、 后再进行施工.隔墙内侧芯板及竖向CH龙骨安装 施工简便等优点. 完成后进行机电、电梯管线安装，安装完成后再填 1工程难点 充硅酸铝棉、封外侧石膏板. 天津高银117大厦结构高度596.5m 为解决超 2)材料要求...

2015年7月下 施工技术 第44卷第14期 CONSTRUCTION TECHNOLOGY D0I:10.7672/8js2015140001 天津高银117大厦超长双护筒设计与施工关键技术* 张晓剑1，余地华1，侯玉杰2，黄刚1，叶建2，艾心荧2，刘浩昆2 (1.中建三局集团有限公司，湖北武汉430064： 2.中建三局集团有限公司工程总承包公司，湖北武汉430064) [摘要]对于采用超长摩擦桩来控制建筑物沉降的超高层建筑，如何在试桩试验中较好地消除非有效段桩周侧向 摩擦阻力，为大楼桩基设计提供可靠、准确的试验数据，一直困扰着广大工程建设者.依托天津高银117大厦试桩 工程实际，研发了一套消除桩基非摩擦段侧向摩擦阻力的钢制双护筒装置.该双护筒长26m 由内外护筒组成，外 护筒与周边土一起对内护筒形成侧向约束作用，内护筒在荷载作用下能有效与外护筒脱开并自由沉降，将 42000kN的荷载顺利向下传递.实际应用效果良好. [关键词]桩基础；双护筒；试桩；侧摩阻力：设计；施工技术 [中图分类号]TU753.3 [文献标识码]A [文章编号]1002-8498(2015)14-0001-03 The Key Technology of Design and Construction of Super-long Double Protecting Tube of Tianjin Gaoyin 117 Building Zhang Xiaojian' Yu Dihua' Hou Yujie2 Huang Gang' Ye Jian2 Ai Xinying? Liu Haokun2 (1.China Construction Third Engineering Bureau Group Co.Ltd.Wuhan Hubei 430064 China; 2.General Construction Company of CCTEB Group Co.Lad.Wuhan Hubei 430064 China) Abstract:Because pile test can provide reliable and accurate test data for the pile foundation design the constructors has been plagued by the problem that how to relieve the side friction of non-effective section of test pile better in pile test for super-tall building of which the settlement is controlled by friction super- long pile.Based on the pile test of Tianjin Gaoyin 117 Building a device of steel double protecting tube is developed to relieve the side friction of non-effective section of test pile.The double protecting tube is 26 meters long which poses of internal and external protecting tube.The external protecting...

施工技术 2016年10月上 CONSTRUCTION TECHNOLOGY 第45卷第19期 D01:10.7672/js2016190004 天津高银117大厦深基坑斜抛撑施工关键技术 侯玉杰，刘磊，叶建，范宗臣，胥光 (中建三局集团有限公司工程总承包公司，湖北武汉430064) [摘要]以天津高银117大厦深基坑工程施工为例，针对斜抛撑设计及施工，介绍了一种深基坑支护形式.在圆环 支撑非对称受力及紧邻建筑红线的条件下，采用斜抛撑及活络头设计，有效地控制了基坑变形.工程实践表明，该 技术缩短了工期，节约了成本，为今后斜抛撑施工提供了借鉴. [关键词]高层建筑：深基坑；支护；斜抛撑；圆环支撑；施工技术 [中图分类号]TU753 [文献标识码]A[文章编号]1002-8498(2016)19-0004-03 Key Construction Technology of Inclined Brace of Deep Foundation Excavation of Tianjin Gaoyin 117 Building Hou Yujie Liu Lei Ye Jian Fan Zongchen Xu Guang General Construction Company of CCTEB Group Co.Lad.Wuhan Hubei 430064 China) Abstract:Taking the construction of deep foundation excavation of Tianjin Gaoyin 117 building as an example through the design and construction of the inclined brace this paper introduces a kind of deep foundation excavation support form.Under the condition of the non-symmetrical force of ring support and the limitation of the red line of the building this project adopts inclined brace and adjustable head design effectively control the deformation.Based on engineering practice this technology shortens the construction period and saves the construction cost and provides reference for the construction of the inclined brace in the future. Key words:tall buildings;deep foundation excavation;supports;inclined brace;ring support;construction 0引言 挖总量210万m3 基坑内2道混凝土内支撑混凝土 随着我国经济不断发展，各地的城市化不断加用量约2万m3. 速推进，超高层建筑数量与日俱增，深基坑工程的 本工程位于天津市西青区海泰东西大街和海 技术难度不断增大.如何在有限的用地空间内灵 泰南北大街交口处.基坑东侧距海泰南北大街 活设计基坑支护体系，做到缩短工期、节省...

施工技术 2017年6月下 CONSTRUCTION TECHNOLOGY 第46卷第12期 D0I:10.7672/8js2017120008 天津高银117大厦水平结构施工节奏管理研究 席黎明1，吕岩2，叶建3，董志国3 (1.高银地产天津有限公司，天津300384；2.天津城市建设大学，天津300384： 3 中建三局集团有限公司工程总承包公司.湖北武汉430064) [摘要]天津高银117大厦采用“不等高同步攀升”工法进行施工，核心筒竖向结构采用低位顶升模架作为施工平 台，超高层建筑水平结构的施工相比于竖向结构的施工组织更为复杂，由于低位顶升模架系统在设计之初对于水 平结构的施工考虑不全面，导致水平结构施工滞后于竖向结构施工.天津高银117大厦水平结构施工节奏的形 成，是通过在内筒设计机械提升装置、创新施工材料运输方式并经过系统地对整体施工工序的创新设计来实现的. 而水平结构的施工与竖向主体结构的施工相互影响，并综合形成大厦主体结构施工的整体节奏. [关键词]高层建筑；施工体系；水平结构；施工节奏 [中图分类号]TU974:TU721 [文献标识码]A[文章编号]1002-8498(2017)12-0008-03 Rhythm Management Research on the Horizontal Structure Construction of Tianjin Gaoyin 117 Building XI Liming' LU Yan2 YE Jian DONG Zhiguo (1.Goldin Properties Tianjin Lad.Tianjin 300384 China;2.Tianjin Chengjian Unirersity Tianjin 300384 China; 3.General Construction Company of CCTEB Group Co.Ltd.Wuhan Hubei 430064 China) Abstract:Compared with the construction organization of the vertical structure the horizontal structure is more plex in Tianjin Gaoyin 117 Building.The design of the jack-up formwork system is inprehensive in construction of the horizontal structure it leads to the progress of the horizontal structure which is seriously leg behind that of the vertical structure.The new construction rhythm formation of the horizontal structure is obtained by means of redesigning the mechanical lifting device in the core tube modifying the transportation ways of the construction materials and systematically innovative design on the whole construction process.The...

2017年2月上 施工技术 第46卷第3期 CONSTRUCTION TECHNOLOGY 11 D0I:10.7672/sgis2017030011 天津高银117大厦施工期工况模拟及计算分析* 叶建1，余地华2，崔家春3，刘磊1，董志国1 (1.中建三局集团有限公司工程总承包公司，湖北武汉430064；2.中建三局集团有限公司，湖北武汉430064； 3.华东建筑设计研究院有限公司，上海200002) [摘要]利用有限元软件ANSYS对天津高银117大厦工程进行了施工阶段核心筒非线性稳定分析，该分析考虑了 几何非线性、材料弹塑性、初始几何缺陷等.并考虑了竖向荷载组合、水平风荷载的作用.通过上述分析，给出各 种状态下结构可能的失稳模式与安全荷载系数. [关键词]高层建筑；施工；工况模拟；荷载组合；计算分析 [中图分类号]TU973.2 [文献标识码]A [文章编号]1002-8498(2017)03-0011-05 Simulation and Calculation Analysis of the Construction Period of Tianjin Gaoyin 117 Building Ye Jian' Yu Dihua2 Cui Jiachun Liu Lei' Dong Zhiguo' (1.General Construction Company of CCTEB Group Co.Ltd.Wuhan Hubei 430064 China; 2.China Construction Third Engineering Bureau Group Co.Lid.Wuhan Hubei 430064 China; 3.East China Architectural Design Research Institute Co.Ltd. Shanghai 200002 China) Abstract:In this paper the finite element software ANSYS is used to analyze the nonlinear stability of the core tube in the construction stage of Tianjin Gaoyin 117 building.The geometric nonlinearity material elastic plasticity and initial geometric imperfections are considered in the analysis.Meanwhile the vertical posite loads and horizontal wind load are considered.By this analysis the structural possible unstability load mode and safety load factor are put forward. Key words:tall buildings;construction;simulation;posite loads;calculation analysis 0引言 结构特征值分析、考虑几何非线性的材料弹性分 随着城市建设的发展，人们对建筑功能的要求 析、考虑几何非线性的材料非线性分析、考虑结构 也越来越高，建筑结构往往会出现底部大空间、错 初始缺陷的材料非线性分析.本文分析外部框架 层等复杂形式，其...

施工技术 2012年10月下 22 CONSTRUCTION TECHNOLOGY 第41卷第375期 天津高银117大厦异形多腔体巨型钢柱施工分段研究 王宏，戴立先，朱邵辉，宫健，吕黄兵，胡宜婷 (中建钢构有限公司，广东深圳518040) [摘要]天津高银117大厦地下室巨型钢柱平面尺寸和用钢量特别大.地下室阶段单根钢柱高度19.25m 质量约 1800t 平面最大尺寸24m×22.5m 最大截面积180m2 分为26个腔体单元.单根巨型钢柱的体量及尺寸在国内钢 结构施工领域均前所未有，钢柱的施工分段及现场拼装焊接的难度非常大.阐述在施工中所采用的巨型钢柱施工 方法及依据，指出此类异形多腔体巨型钢构件的施工分段需综合考虑多方面因素，寻求最平衡方案. [关键词]高层建筑；钢柱；异形；多腔体；施工分段；研究 [中图分类号]TU758 [文献标识码]A [文章编号]1002-8498(2012)20-0022-02 Construction Phase Segmentation Research of Special-shaped Multi-cavity Giant Steel Columns of Tianjin Gaoyin 117 Mansion Wang Hong Dai Lixian Zhu Shaohui Gong Jian L Huangbing Hu Yiting China Construction Steel Structure Co.Ld.Shenzhen Guangdong 518040 China) Abstract:The basement giant steel column of Tianjin Gaoyin 117 Mansion building whose plan size and the steel use of volume are particularly huge.The basement's single steel column height is 19.25 meters weight is 1 800 tons the largest plan size is 24 meters by 22.5 meters the biggest cross sectional area is 180 square meters which is divided into 26 cavity units.The volume and size of single steel column both are unprecedented in the domestic steel structure construction field the scene of assembling segmented sub-section and assembly welding are very difficult.The authors describe the method of giant column assembling segmented sub-section.It is pointed out that prehensive factors should be considered for this special-shaped multi-cavity giant steel columns to find the most balance scheme. Key words:tall build...

答疑：下图1带短柱杯口基础绘制是否正确？图2的短柱用什么绘制？短柱是否组价在独基中？

提问日期：2023-10-12 22:59:54

提问网友：-´不夲亦不仐

图一

图2

解答网友：zhangy

可以这么定义

施工技术 2013年9月下 28 CONSTRUCTION TECHNOLOGY 第42卷第18期 D01:10.7672/sgjs2013180028 天津高银117大厦底板温度场数值模拟与现场监测* 庞二波1，王艳1，罗作球2，吴俊龙，袁启涛2 (1.中建商品混凝土有限公司，湖北武汉430074：2.中建商品混凝土天津有限公司，天津300450) [摘要]以天津高银117大厦超大筏板工程为研究背景，介绍了该工程的概况及混凝土性能要求，在优化混凝土配 合比基础上，对两种C50配合比混凝土进行了温度场数值模拟，并对工程现场进行了温度监测.结果表明采用 ANSYS数值模拟可以指导温度监测点的布设，并得到与监测结果吻合度高的中心点温度发展规律. [关键词]高层建筑；混凝土；筏板；温度监测；数值模拟 [中图分类号]TU528 [文献标识码]A [文章编号]1002-8498(2013)18-0028-03 Numerical Simulation and Monitoring of Temperature Field for Tianjin Gaoyin 117 Mansion Pang Erbo' Wang Yan' Luo Zuoqiu? Wu Junlong' Yuan Qitao 1.China Construction Ready-mixed Concrete Co.Ltd.Wuhan Hubei 430074 China; 2.Tianjin Company China Construction Ready-mixed Concrete Co.Lid.Tianjin 300450 China Abstract:Taking the large raft of Tianjin Gaoyin 117 Building as example the project general situation and concrete performance requirements are introduced.On the basis of the optimization of concrete mix proportion the numerical simulation and temperature monitoring in field are carried out for the two kinds of C50 concrete.The results show that temperature field distribution and development laws obtained through numerical simulation analysis with ANSYS are consistent with monitoring results which can help to set the temperature monitoring points. Key words:tall buildings;concrete;rafts;temperature monitoring;simulation 1工程概况 1000宽沉降后浇带 天津高银117工程场地位于天津市西青区海泰 19.350700 -18350 459 科技园内，拟建天津高新区软件和服务外包基地综 5000100018275 1450 合配套区中央商务区一期工程地下3层，地上117 2300 a东西向剖面 层，地基基础设计等级为甲级.D区底板标高分别...

施工技术 2016年11月上 134 CONSTRUCTION TECHNOLOGY 第45卷第21期 D0I:10.7672/5gj52016210134 天津高银117大厦幕墙性能检验方法研究 谢宇舟1，董志国2，邓昌福2，余地华2，胡佳楠2 (1.奥雅纳工程咨询有限公司，香港；2.中建三局集团有限公司，湖北武汉430064) [摘要]依托超高层建筑天津高银117大厦幕墙的性能检验实践，通过对比分析国内外幕墙性能检验标准，结合建 筑设计要求，制定出适合该项目特点的检验方案，并有效地促进幕墙设计定型、性能评级以及项目风险控制，保证 了大厦幕墙工程的顺利实施. [关键词]高层建筑；幕墙；性能检验；设计；施工 [中图分类号]TU767.03 [文献标识码]A [文章编号]1002-8498(2016)21-0134-05 Research on Performance Test Method of Curtain Wall in Tianjin Gaoyin 117 Building Xie Yuzhou' Dong Zhiguo2 Deng Changfu2 Yu Dihua2 Hu Jia’nan2 (1.Ove Arup and Partners Hong Kong Lid.Hong Kong China;2.China Construction Third Engineering Bureau Group Co.Lid.Wuhan Hubei 430064 China) Abstract:In the practice of Tianjin Gaoyin 117 Building an improved scheme of performance test method on curtain wall was established accounting project-specific requirements based on the study over Chinese standards and foreign standards.The test contributes to the project progress as being proved as an effective measure to consolidate the design evaluate the performance and control project risk. Key words:tall buildings;curtain wall;performance test;design;construction 1幕墙性能检验 户的舒适度.因此，气密性能是幕墙一项重要的必 幕墙性能检验主要通过在实验室的结构箱体 检指标. 上安装幕墙原型试体，采用与工程实际一致的构件 2)水密性能是建筑幕墙的基本功能之一，如果 及施工工艺，然后施加压力、淋水、位移等模拟工 水密失效，雨水进入室内会使内装材料、家具、文件 况，检验幕墙的性能.如果在检验过程中发现失效 等受潮，使用户的财产遭受损失.特别是高层建筑 情况，则需对幕墙的设计方案与施工工艺进行评 多采用单元式幕墙，单元式幕墙内部的腔体是相通 估，找出原因并改进：如果原型试体顺利通过检验， 的，任何设计、生产或施工环节上的错误，都可能导 则说明该幕墙采用的设计方案与施工工艺能达到 致雨水渗入室内. 设计的性能要求. 3)结构安全性能一般指幕墙抗风压性能.幕 1.1幕墙性能检验项目 墙主要承受风荷载，在沿海台风多...

2014年7月上 施工技术 第43卷第13期 CONSTRUCTION TECHNOLOGY 1 D01:10.7672/sgjs2014130001 天津高银117大厦工程超大深基坑降水 关键技术研究与应用* 侯玉杰，余地华，艾心荧，叶建，黄晓程 (中建三局集团有限公司工程总承包公司，湖北武汉430064) [摘要]针对天津滨海地区复杂软土沉积层厚度大、地下水位高、水量丰富、水动态变化幅度大、基坑降水易出现安 全事故等特点，通过总结分析天津高银117大厦工程超大深基坑降水设计及施工经验，探讨了滨海地区双层承压 水超大深基坑降水关键技术，最后介绍了两种基坑降水创新技术：基于“连通器”效应的混合井降水技术和基坑降 水自动维持控制系统. [关键词]地下工程；高层建筑；深基坑；降水；试验；监测 [中图分类号]TU753 [文献标识码]A [文章编号]1002-8498(2014)13-0001-05 Research and Application of Dewatering Key Technology of Ultra-large and Deep Foundation Excavation in Tianjin Goldin Finance 117 Project Hou Yujie Yu Dihua Ai Xinying Ye Jian Huang Xiaocheng General Construction Company of CCTEB Group Co.Ltd. Wuhan Hubei 430064 China) Abstract:Safety accidents always occur in the construction of foundation excavation dewatering because the soft soil deposit has the characteristics of great thickness rich groundwater high and great variation of groundwater level.This paper summarized and analyzed the experience of dewatering design and construction of ultra-large and deep foundation excavation in Tianjin Goldin Finance 117 project.The key technology of ultra-large and deep foundation excavation dewatering with two layers of confined water is discussed.Two new dewatering technologies were introduced such as mixed wells technology based on municating vessel and automatic control system for foundation excavation dewatering. Key words:underground;tall buildings;deep foundation excavation dewatering;tests;monitoring 0引言 天津高银117大厦工程超大深基坑所处地质环 在地下水位较高...

施工技术 2014年7月上 6 CONSTRUCTION TECHNOLOGY 第43卷第13期 D0I:10.7672/8gjs2014130006 天津高银117大厦工程直径188m圆环非对称受力 支撑体系监测分析与研究 侯玉杰，余地华，艾心荧，叶建，黄晓程 (中建三局集团有限公司工程总永包公司，湖北武汉430064) [摘要]以天津高银117大厦超大深基坑工程为例，分析探讨了非对称受力条件下，圆环支撑体系在超大、超深基 坑工程中的应用.通过基坑位移和支撑结构轴力的监测，分析了基坑在开挖过程中圆环支撑体系的变形和应力的 变化规律，并对基坑整体稳定性进行了评价.各项基坑监测项目的数据显示，在整个基坑开挖、支护和拆撑过程 中，支护体系和周边环境是安全稳定的. [关键词]地下工程；深基坑；支撑；监测；位移；稳定性 [中图分类号]TU753 [文献标识码]A [文章编号]1002-8498(2014)13-0006-05 Monitoring Analysis and Research of 188 Meters Diameter Ring Support System Under Asymmetric Force in Tianjin Goldin Finance 117 Project Hou Yujie Yu Dihua Ai Xinying Ye Jian Huang Xiaocheng General Construction Company of CCTEB Group Co.Lid.Wuhan Hubei 430064 China) Abstract:Based on the construction of the ultra-large and deep foundation excavation in Tianjin Goldin Finance 117 project the application of ring support system under asymmetric force in ultra-deep foundation excavation is analyzed and discussed.According to the monitoring of foundation excavation displacement and axial force of support structure the variation of foundation excavation deformation and axial force of support structure is analyzed.And evaluation is done to the whole stability of foundation excavation.Monitoring results show that the supports system and surrounding environment are safe and stable in the whole construction process. Key words:underground;deep foundation excavation;supports;monitoring;displacement;stability 0引言 型机械，缩短工期、节省造价.圆环支撑体系根据 随着城市地下空间的开发利用，城市建设中基 其结构及受力特点可分为对称和非对称两种形式. 坑...

施工技术 2016年4月下 14 CONSTRUCTION TECHNOLOGY 第45卷第8期 D0I:10.7672/8js2016080014 天津高银117大厦室内砖石地材拼缝设计及施工 邓德儒，叶建，李百川，王芳君，郑旭，杨森 (中建三局集团有限公司工程总承包公司，湖北武汉430064) [摘要]室内地面砖石材料拼缝是地面装饰设计和施工中的共同环节，拼缝工艺直接影响到砖石材料性能及装饰 效果的发挥，并且是体现装饰工程质量的重要细节.以天津高银117大厦项目室内砖石地材拼缝为例，从设计和 施工两个方面，系统分析了常见的拼缝问题、产生原因及其处理方式，拼缝设计趋势以及施工中的细节问题.研究 结论可为提高天津高银117大厦及类似项目室内砖石地材综合性能提供合理优化的方案. [关键词]高层建筑；装饰装修；地砖；拼缝；设计；施工 [中图分类号]TU767.4 [文献标识码]A [文章编号]1002-8498(2016)08-0014-04 Design and Construction of Indoor Masonry Material Seam of Tianjin Gaoyin 117 Building Deng Deru Ye Jian Li Baichuan Wang Fangjun Zheng Xu Yang Sen (General Construction Company of CCTEB Group Co. Lad.Wuhan Hubei 430064 China) Abstract:Flat-fell seam of indoor floor is an important part of both design and construction of floor decoration.The technology of flat-fell seam has great impact on brick material property and decorative effect in which the construction quality of decoration engineering revealed.Based on the flat-fell seam of indoor floor of Tianjin Gaoyin 117 Building the mon problems causes treatment design tendency and construction details of flat-fell seam are introduced systemically from the aspects of design and construction.The research results provide reasonable and optimized scheme for improving the bination property of flat-fell seam of indoor floor of Tianjin Gaoyin 117 Building and similar construction project. Key words:tall buildings;decoration:floor tile;flat-fell seam;design;construction 0引言 是体现地面装饰工程质量的重要细节. 天津高银117大厦（以下简称117大厦）...

答疑：大家 这个是什么基础啊，条基的话上下钢筋如何布置呢

提问日期：2023-10-12 22:57:03

提问网友：建筑小白

解答网友：薛子庆

先布置条基。在布置基础梁

施工技术 2016年4月上 6 CONSTRUCTION TECHNOLOGY 第45卷第7期 D0I:10.7672/8js2016070006 天津高银117大厦大型动臂式塔式起重机使用 管理研究与实践 叶建，李干椿，韩悦，陈芍桥，刘飞 (中建三局集团有限公司工程总承包公司，湖北武汉430064) [摘要]垂直运输是超高层建筑顺利建造的重要保障，塔式起重机是垂直运输设备的重要组成部分.塔式起重机 主要有选型布置、安装、爬升管理、使用调度管理、塔式起重机拆除等环节.天津高银117大厦作为国内房建领域 首个P℃总承包管理项目，公共资源管理是总承包管理核心任务之一，而塔式起重机是公共资源管理的核心，塔式 起重机的合理分配是工程总体顺利推进的保障，对塔式起重机的科学调度保证资源在各专业间合理分配，将资源 充分利用. [关键词]高层建筑：PC总承包；垂直运输；塔式起重机；管理 [中图分类号]TU723 [文献标识码]A [文章编号]1002-8498(2016)07-0006-05 Practice and Management Research of Luffing Jib Tower Crane in Tianjin Gaoyin 117 Building Ye Jian Li Ganchun Han Yue Chen Shaoqiao Liu Fei General Construction Company of CCTEB Group Co.Ltd.Wuhan Hubei 430064 China) Abstract:Vertical transportation is an important assurance for high-rise building construction smoothly the tower crane is an important part of the vertical transportation equipment.Tower crane mainly includes selection installation climbing management using scheduling management and tower crane dismantle. Tianjin Gaoyin 117 Building as the first PC general contracting management project in the field of national housing public resource management is one of the core tasks general contracting management and the tower crane is the core of public resource management.The reasonable distribution of the tower crane is the security of the overall project smoothly science scheduling of tower crane is adopted to ensure that resources reasonable allocation between the various professional which will make full use of resources. Key words...

2017年2月上 施工技术 第46卷第3期 CONSTRUCTION TECHNOLOGY D0I:10.7672/sgs2017030001 天津高银117大厦基坑重力坝施工关键技术 余地华1，叶建2，付国2，刘浩昆2，胡佳楠2 (1.中建三局集团有限公司，湖北武汉430064；2.中建三局集团有限公司 工程总承包公司，湖北武汉430064) [摘要]随着社会的不断发展和进步，各项工程项目建设逐渐兴起，随之而来的施工质量安全问题逐渐成为社会关 注的焦点，尤其是超高层建筑基坑施工质量，直接决定了地下结构的稳固与安全.对于基坑面积较大、基坑边线与 用地红线距离较近的施工现场，无法采用传统的放坡或预应力铺索等技术.以天津高银117大厦基坑工程的建设 为例，简单介绍了一种重力坝施工技术，剖析了几种不同重力坝组成部分的施工流程与工艺. [关键词]地下工程；基坑；土压力；重力坝；施工技术 [中图分类号]TU753 [文献标识码]A [文章编号]1002-8498(2017)03-0001-03 The Key Construction Technology of Foundation Excavation Gravity Dam of Tianjin Gaoyin 117 Building Yu Dihua' Ye Jian2 Fu Guo2 Liu Haokun2 Hu Jia'nan? (1.China Construction Third Engineering Bureau Group Co.Ltd.Wuhan Hubei 430064 China; 2.General Construction Company of CCTEB Group Co.Ltd.Wuhan Hubei 430064 China) Abstract:With the continuous development of society and progress the number of construction projects gradually rises.The construction quality and safety problems gradually bee the focus of attention especially in super tall building foundation excavation construction which directly determines the steady and safety of underground structure.For large area foundation excavation construction site traditional slope or prestressed anchor cable technologies can't effectively solve the earth pressure problems.Taking the construction of Tianjin Gaoyin 117 Building foundation excavation engineering as an example this paper introduces a kind of gravity dam construction technology analyzes the several different gravity dam ponent ...

2017年4月上 施工技术 第46卷第7期 CONSTRUCTION TECHNOLOGY 65 D0I:10.7672/8gjs2017070065 天津高银117大厦地上主体结构 施工节奏控制分析 席黎明1，吕岩2 (1.高银地产天津有限公司，天津300384；2.天津城建大学土木工程学院，天津300384) [摘要]针对天津高银117大厦主体结构施工中不同专业间施工关系错综复杂的难题，依据施工节奏控制均衡有 序的原则，对超高建筑结构施工中特有的多专业同时在有限作业空间内立体交叉施工组织和管理进行分析，提出 了通过合理安排专业施工工作面、施工时间和以及流程管理，来满足超高建筑结构施工作业环境的要求，提高了施 工效率. [关键词]高层建筑；立体施工；顶升模架；施工组织；设计 [中图分类号]TU974 [文献标识码]A [文章编号]1002-8498(2017)07-0065-03 Construction Rhythm Control of Tianjin Goldin 117 Building Main Structure XI Liming' LU Yan2 (1.Goldin Properties Tianjin Co.Ltd. Tianjin 300384 China;2.School of Civil Engineering Tianjin Chengjian University Tianjin 300384 China) Abstract:Aiming at the plex problems of the construction relations between different specialties in the construction of the main structure of Tianjin Goldin 117 Building according to the rhythm of the construction of the principle of balanced order the construction and management of specialty in the super tall building structure are analyzed.Reasonable arrangement of the professional construction face and the construction time and the process management are put forward to solve the super tall building structure construction work environment requirements improving the construction efficiency. Key words:tall buildings;three-dimensional construction;lifting formwork;construction organization;design 1工程概况 多重抗侧力体系.楼板系统采用钢梁、压型钢板和 天津高银117大厦位于天津市高新区地块的中 混凝土组成的组合楼板. 央商务区，是以写字楼为主并附有酒店及相关设施 结构平面布局为正方形，典型平面如图1所示. 的大型超高层建筑，总建筑面积（地上部分）约37 尺寸由65m沿竖向渐收至45m 结构平面长宽比1： 万m2 ...

施工技术 2017年2月上 8 CONSTRUCTION TECHNOLOGY 第46卷第3期 D0I:10.7672/8gis2017030008 天津高银117大厦临时消防关键施工技术研究* 余地华1，叶建2，付国2，刘浩昆2，刘磊2 (1.中建三局集团有限公司，湖北武汉430064；2.中建三局集团有限公司工程总承包公司，湖北武汉430064) [摘要]随着社会的不断发展和进步，各项工程项目建设逐渐兴起，随之而来的工程消防安全问题逐渐成为社会关 注的焦点，尤其是超高层建筑，因其高度高、影响力大等特点，对火灾的预防与控制成为工程建设中的重中之重. 除对正式消防系统效用的研究之外，施工期的消防安全措施正在逐步被人所重视与钻研.以天津高银117大厦工 程建设为例，简单介绍了117大厦采用的临时消防系统，并介绍了一种自主研发的顶部逃生爬梯系统. [关键词]高层建筑；消防系统；施工期；逃生梯；施工技术 [中图分类号]TU998.1 [文献标识码]A [文章编号]1002-8498(2017)03-0008-03 The General Research of Tianjin Gaoyin 117 Building Temporary Fire Protection Key Construction Technology Yu Dihua' Ye Jian2 Fu Guo2 Liu Haokun2 Liu Lei? (1.China Construction Third Engineering Bureau Group Co.Ltd.Wuhan Hubei 430064 China: 2.General Construction Company of CCTEB Group Co.Ltd.Wuhan Hubei 430064 China) Abstract:With the continuous development of society and progress the quantity of construction project is gradually rise followed by engineering fire safety problems which bee the focus of social attention especially in high-rise buildings.Because of its high altitude great influence fire prevention bees top priority in the engineering construction.In addition to the study of formal fire control system utility the fire control safety measures during the construction are gradually being paid great attention and study. Based on the construction of the Tianjin Gaoyin 117 Building this paper introduces the fire water system including the official fire fighting system and fire control system during the const...

施工技术 2017年2月上 16 CONSTRUCTION TECHNOLOGY 第46卷第3期 D0I:10.7672/8gis2017030016 天津高银117大厦PC模式总承包项目施工电梯管理研究* 刘飞，叶建，张学超，范宗臣 (中建三局集团有限公司工程总承包公司，湖北武汉430064) [摘要]超高层建设推动了施工技术的突破与创新，也对大型机械设备的性能和使用管理提出挑战.施工电梯是 建筑施工中不可或缺的垂直运输设备，尤其高度超过500m后，无论是安装还是管理都存在巨大挑战.作为中国结 构第一高楼，结构高度达到596.5m的天津高银117大厦是国内房建领域首个PC模式总承包项目，垂直运输管理 是总承包管理核心任务之一.施工电梯合理布置、安装、维修保养、使用调度、拆除等管理工作是工程顺利推进的 保障，各种科学管理的手段将保证施工电梯的高效运行. [关键词]高层建筑；PC总承包；垂直运输；施工电梯；通道塔 [中图分类号]TU712.1 [文献标识码]A [文章编号]1002-8498(2017)03-0016-04 Research on Construction Elevator Management of PC Mode General Contracting Project of Tianjin Gaoyin 117 Building Liu Fei Ye Jian Zhang Xuechao Fan Zongchen General Construction Company of CCTEB Group Co.Ltd.Wuhan Hubei 430064 China) Abstract:Super tall building development promotes the construction technology breakthroughs and innovation but also puts forward challenges on the performance of large machinery and equipment. External construction elevator is an important mechanical equipment in building construction for vertical transportation especially for the building with height more than 500m.As the tallest structural building Tianjin Gaoyin 117 Building firstly uses PC mode general contracting and vertical transportation management is one of core tasks for general contracting management.Reasonable arrangement installation maintenance the use of scheduling removal and other management work for construction elevator are the guarantee of the smooth progress of the project a variety of scientific management means ...

施工技术 2015年7月下 22 CONSTRUCTION TECHNOLOGY 第44卷第14期 D0I:10.7672/8js2015140022 天津高银117大厦PC总承包项目计划 管理研究与实践 赖国梁1，侯玉杰，李干椿1，余地华2，叶建1 (1.中建三局集团有限公司工程总承包公司，湖北武汉430064； 2.中建三局集团有限公司，湖北武汉430064) [摘要]计划管理作为项目管理的核心工作之一，是项目能否顺利实施、完美履约的首要决定因素.依托天津高银 117大厦项目，围绕计划管理的“龙头”地位、组成系统、职责体系、实施流程及技术手段等5个方面进行阐述，提出 了P总承包项目计划管理的体系建设、管理流程及管理手段等其体实践思路及方法措施. [关键词]高层建筑：PC总承包；项目管理；应用 [中图分类号]TU-923 [文献标识码]A[文章编号]1002-8498(2015)14-0022-05 Research and Application of Project Management of Tianjin Gaoyin 117 Building in PC General Contract Lai Guoliang' Hou Yujie' Li Ganchun' Yu Dihua2 Ye Jian' (1.General Construction Company of CCTEB Group Co.Lid.Wuhan Hubei 430064 China; 2.China Construction Third Engineering Bureau Group Co. Lid.Wuhan Hubei 430064 China) Abstract:The first critical factor in pleting project successfully and honoring contracts perfectly is project management which is one core task of project management.Based on the project of Tianjin Gaoyin 117 Building the dominant status organized system responsibility system implementation process and technological means of plan management are described.Then the idea and measures of system construction management process and means for PC general contract project management are proposed. Key words:tall buildings;PC general contract;project management;application 1工程概况 包对业主承担唯一责任. 1.1建筑概况 1.3管理模式 天津高银117大厦位于天津高新区软件和服务 项目采用PC总承包模式，采用纵向设置职能 外包基地综合配套区中央商务区，是一栋集高档商 部门，横向设置专业组的矩阵式管理构架，工程地 场、甲级写字楼、商务公寓和六星级酒店于一体的 上部分开工时间为2012年7月30日，竣工时间为 特大型超高层建筑.大厦地下3层（局部4层），地 20...

2015年7月下 施工技术 第44卷第14期 CONSTRUCTION TECHNOLOGY 17 D0I:10.7672/8js2015140017 天津高银117大厦PC总承包项目矩阵式构架绩 效管理研究与实践 侯玉杰，赖国梁1，李干椿1，余地华2，范宗臣1 (1.中建三局集团有限公司工程总承包公司，湖北武汉430064；2.中建三局集团有限公司，湖北武汉430064) [摘要]由于P℃总承包项目的合约责任、范围与MC总承包项目不同，使得项目管理的核心业务差异也较大，从而 改变了项目的生产关系和生产组织，导致总承包管理模式与构架也发生变化.从而使总承包企业原有的传统M 总承包项目绩效管理体系无法适用于PC总承包模式下矩阵式构架的项目绩效管理.基于天津高银117大厦PC 总承包项目矩阵式构架绩效管理工作实际，分析目前P℃总承包项目绩效管理存在的问题，从PC总承包矩阵式构 架项目考核评价特点、考核方式、岗位绩效管理等方面，系统提出了P℃总承包项目矩阵式构架绩效管理实施办法. [关键词]高层建筑；PC总承包；矩阵式构架；绩效管理；应用 [中图分类号]TU-923 [文献标识码]A [文章编号]1002-8498(2015)14-0017-05 Research and Application of Performance Management of Matrix Organizational Structure of Tianjin Gaoyin 117 Building in PC General Contract Management Mode Hou Yujie' Lai Guoliang' Li Ganchun' Yu Dihua2 Fan Zongchen (1.General Construction Company of CCTEB Group Co.Ltd.Wuhan Hubei 430064 China; 2.China Construction Third Engineering Bureau Group Co.Lad.Wuhan Hubei 430064 China) Abstract:Because of the difference of contract obligation scope between PC general contract project and MC general contract project there are appreciable differences in core business of project management of two projects above.Then the construction relation and construction organization of project changes which leads to the variation of management mode and organization of general contract project.As a result the performance management system of traditional MC general contract project doesn't apply to that of PC general contract project.In this paper based on the performance manageme...