[关键词]项目管理；合同管理；构建；执行 [中图分类号】TU723.1[文献标识码】A【文章编号]1002-8498（2013）06-0062-05 ContractManagementSystemfortheNewHeadquarters OfficeBuildingof CentralBankofKuwait Li Biao,Wu Ming, Li Ye，Yin Qiang (China State Construction Engineering Corporation Middle East I. L. C.) Abstract;Contract management is the core of project management system. Under the current environment of internationalized market economy, multi-national as well as multi-regional construction panies should establish and upgrade an scientific contract management system with the contract management as the core of its general business development and project management， thus， enable the contract risks to be controlled from higher levels and enhance the pany’s core petitiveness.Based on the contract management experience in Central Bank of Kuwait (CBK） project, the paper explains the overall framework of the contract management system，funetions of parties，main contract ponents，contract supervision and execution procedures and provides advice for the establishment of contractor’s intermal contract management system and contract management execution for similar projects. Key words:projct management; contraet management; establishment; execution 合同管理是项目管理中与成本、组织、工期并1.1项目业主 列的一大管理职能，它渗透到整个项目实施和管理 CBK项目的业主为科威特中央银行，属于国家 的方方面面，是综合性很强的管理工作，是工程项政府机关，其下的供应委员会主席作为银行的授权 目管理的核心和灵魂。
【关键词】高层建筑；钢结构；安装 【中图分类号】TU758.11 [文献标识码]A [文章编号】1002-8498(2013)06-0010-05 SteelStructureInstallationintheNewHeadquarters OfficeBuildingof CentralBank ofKuwait (China State Construction Engineering Corporation Midle East L.L.C.） Abstract;The new headquarters office building of Central Bank of Kuwait prises podium, shelter and office tower with 239m high.The main structure is made of steel structure and concrete.The amount of steel structure installation isbig and the installation scope iswide.This papermainly introduces steel structure installtion technology and quality control standard in BS and ASTM,and then illustrates coordination and cooperation among the steel structure and concrete and decorating work. Key words:tall buildings; steel structures; installation 1工程概况 为三管相贯柱（细分为平面和空间2种）、四管相贯 科威特中央银行（CBK)项目主体结构由混凝 柱（细分为平面和空间2种）、五管相贯柱（皆为空 土核心筒、剪力墙与钢管斜肋柱和楼面钢梁组成， 间结构)和V形相贯柱四大类型。
2013年3月下 施工技术 第42卷第6期 CONSTRUCTION TECHNOLOGY 115 D0I:10.7672/8gjs2013060115 科威特中央银行新总部大楼清水实心砌体施工技术* 曲新钢，王力尚，吴慎金，纪涛 (中建中东有限责任公司) [摘要]科威特中央银行新总部大楼高约239M 由主楼、裙楼和人防工程组成.部分区域采用清水砖墙作为围护 结构.详细介绍了清水砖墙的施工过程及质量控制措施，包括砂浆的配合比设计、灰缝的饱满度以及节点设计. 同时，清水砌体砌筑过程中还涉及与其他专业协调工作.通过加强施工过程管理，保证了清水砌体的顺利施工. [关键词]高层建筑；清水砌体；配合比；施工技术 [中图分类号]TU754.1 [文献标识码]A [文章编号]1002-8498(2013)06-0115-03 Construction of Exposed Solid Block Wall in the New Headquarters Office Building of Central Bank of Kuwait Qu Xin'gang Wang Lishang Wu Shenjin Ji Tao China State Construction Engineering Corporation Middle East L.L.C.) Abstract:The new headquarters office building for Central Bank of Kuwait is about 239m high consisting of office tower podium and shelter.Part of the building uses fair-faced brick wall as the enclosure structure.This paper introduces in detail the construction procedure and quality control measures for the fair-faced brick wall including mix proportion design of mortar richness of mortar seam and joint design.Wall construction involves coordination with other disciplines.By strengthening construction process management the construction of the fair-faced brick wall is pleted successfully. Key words:tall buildings;fair-faced brick wall;mix proportion;construction 1应用简介 steel truss(钢筋桁架)，angle steel(角钢)，backup 中东科威特中央银行项目清水砖墙的价值得 rod(塑胶棒)，tie beam(系梁)，lintel beam(过梁) 到了延伸.地下室的设备用房、停车场的配电室和 等，这些辅材的功能和材质如表1所示，可以很好地 储藏室、塔楼的电梯厅和办公区，清水砖墙恰到好 保证砖墙的强度和稳定性. 处的体现，成为了项目的装修一景. 在该项目中，砖墙都是非承重墙，包括混水墙、 清水砌体有其独特的美感：标准砌块材质...
2013年3月下 施工技术 第42卷第6期 CONSTRUCTION TECHNOLOGY 73 D0I:10.7672/8gjs2013060073 科威特中央银行新总部大楼机电分包工程管理* 董选民，陈亚强，余涛，王力尚 (中建中东有限贵任公司) [摘要]科威特中央银行新总部大楼机电工程包括通风空调、给排水、强电、弱电等约40个系统，功能复杂，属于高 度智能化建筑.主要介绍了机电分包工程管理经验，包括机电分包商的选择、机电人员的配备、进度管理、合约管 理以及质量管理和采购管理等，总结了机电分包管理所取得的成果以及需要改进的地方. [关键词]高层建筑；项目管理；机电工程 [中图分类号]TU-920.2 [文献标识码]A [文章编号]1002-8498(2013)06-0073-04 MEP Subcontract Management in the New Headquarters Office Building of Central Bank of Kuwait Dong Xuanmin Chen Yaqiang Yu Tao Wang Lishang China State Construction Engineering Corporation Middle East L.L.C. Abstract:The scope of MEP work in Central Bank of Kuwait project includes ventilation and air conditioning water supply and drainage high voltage low voltage about forty system with plex function being highly intelligent building.The authors mainly introduces management experience about MEP sub-contractor including select MEP sub-contractor MEP staff progress control contract management and quality management and procurement management etc.This paper summarizes the MEP management experience and some work need to improve. Key words:tall buildings;project management;MEP engineering 1工程概况 统集成，组成建筑物管理系统(BMS) 实现各个自 科威特中央银行新总部大楼(CBK)工程地处动化子系统间统一管理、信息交换和资源共享，使 科威特城中心，毗邻科威特王宫.该工程占地面积得大厦成为具有安全、高效、舒适、便利和灵活特点 2.6万m2 地下3层，地上47层，总建筑面积16万 的现代化智能建筑. 多m2 总高度约240m 建成后将是科威特新的标志 CBK项目工程大、复杂、功能全、工期短，采用 性建筑. 项目管理公司管理模式(PM) 以便于在项目管理 机电工程包括通风空调、给排水、强电、弱电、 公司的统一协调下，顺利、按期、保质、保量完成工 安防等共约40个系统，功能复杂，系统齐全.大楼 程建设. 属于高度智能化建筑，其智能要素体现在：楼宇自 机电工程分包是一种与直营项目不同的特定 动化...
施工技术 2013年3月下 118 CONSTRUCTION TECHNOLOGY 第42卷第6期 D0I:10.7672/sgjs2013060118 科威特中央银行新总部大楼屋面种植区防水施工* 贾垒，温贵祥，王力尚，朱小茜，高洁2 (1.中建中东有限责任公司：2.中建股份有限公司海外事业部，北京100125) [摘要]科威特中央银行新总部大楼高约239m 由主楼、裙楼和人防工程组成.人防和停车场屋面均为绿化种植 的建筑做法.系统述了科威特中央银行项目种植屋面防水施工的施工流程及工艺，尤其对基层处理、洞口封堵 及找坡层施工中用到的新材料、新工艺进行了重点介绍. [【关键词]高层建筑；种植屋面；防水；施工技术 [中图分类号]TU741.4 [文献标识码]A [文章编号]1002-8498(2013)06-0118-04 Roof Planting Area Waterproofing Construction in the New Headquarters Office Building of Central Bank of Kuwait Jia Lei' Wen Guixiang' Wang Lishang' Zhu Xiaoxi' Gao Jie2 (1.China State Construction Engineering Corporation Middle East L.L.C.; 2.China State Construction Engineering Lad.Overseas Operations Beijing 100125 China) Abstract:The new headquarters office building for Central Bank of Kuwait prises podium shelter and office tower with 239m high.The roof of shelters and carparking adopt architectural design of green planting roof.This paper systematically illustrates the waterproofing construction sequences and workmanship of the planting roof applied in CBK project particularly introduces the new materials and new crafts applied in surface preparation opening closing and sloping of setting bed. Key words:tall buildings;planting roofs;waterproofing;construction 按照设计要求，科威特中央银行项目人防及停 土工布过滤层 车场屋面均是绿化种植的建筑做法.本文对种植 100厚砂过层 种植土层 屋面的工艺流程进行归纳总结，特别是对基层修补 2层4厚防水卷M 50砂浆保护层 清20厚砂浆层 及地漏灌浆、防水等工艺进行了说明. 1种植屋面做法 轻质混凝土 种植屋面的建筑做法为（从上到下）：种植土、 向地漏放坡1% 土工布过滤层、砂砾过滤层、刚性保护层、APP防水 屋面混凝土板 卷材、水泥砂浆层、轻质混凝土找坡层、基层洞口处 图1种植屋面构造剖面 理，如图1所示. Fig.1 Structure of planting roof 种植屋面防水采用热粘满铺法施工，防水材料 细石混凝土，主要用来修补基层的蜂窝、麻面等 采用APP改性沥青防水卷材. 缺陷. 2材料使用及性能 1)RENDEROC BF2 LIQUID是一种用于修补混 2.1修补材料 凝土及砌体表面缺陷的溶剂材料，可与其他粉末状 混凝土缺陷修补材料采用FOSROC公司生产 FOSROC修补材料混合，可产生高性能的匀质类水 的RENDEROC BF2 LIQUID和RENDEROC HS 替 泥砂浆，能够修补0~10mm的缺陷，与基层混凝土 代国内传统的混凝土修补材料——水泥砂浆或者 有很好的黏结性能，无需养护且不开裂，操作简易 中建股份科研项目资助(CSCEC-2011-C-04) 快捷. [作者简介]贾垒，工程师，E-mail:leisurejia@126 2)RENDEROC HS是一种不含金属颗粒、不含 [收稿日期]2012-12-20 氯的纤维加强型高性能修补材料，与水等溶剂充分 万方数据 2013No.6 贾垒等：科威特中央银行新总部大楼屋面种植区防水施工 119 混合后可以...
[关键词]高层建筑；模板；爬模；施工技术 [中图分类号]TU755.22 [文献标识码]A [文章编号〕1002-8498(2013)06-0044-04 PERISelf-climbingFormworkConstructionatthe NewHeadquartersOfficeBuildingofCentralBankofKuwait Yao Shanfa'，GengXiangdong'，WangLishang'，Li Yan² （1.China State Construction Engineering Corporation Middle East L.L.C.;2.China State Construction Engineering Ltd.Overseas Operations,Bejing 100125，China) Abstract:The new headquarters office building of Central Bank of Kuwait prises podium， shelter and office tower with 239m high.This paper analyzes the PERI formwork design due to CBK structure character and climbing formwork requirement，summarizes the formwork principle，elements & ponents，introduces formwork arrangement，construction flow，operation method，safety access& housekeeping，also highlight the advantage and shorting. Key words:tall buildings;formworks;climbing formworks;construction 1工程概况 科威特CBK项目塔楼结构高239m，标准层高 4.6m，非标准层高5.7m。
[关键词]高层建筑；钢结构；混合结构：X节点；风洞试验；施工分析 [中图分类号】TU758 [文献标识码】A [文章编号】1002-8498（2012)14-0128-03 SteelStructuralDesign and Construction ofCentralBank ofKuwait New Headquarters Building (Shanghai Bcoye Group Co. , Lad. , Shanghai 201908, China) Abstract;Central bank of Kuwait new headquarters building ( CBK) is a ultra-high-rise steel frame- irregular reinforced conerete core hybrid structure. Some reasonable additional design and modification for preliminary design is described during the process of steel structure design. The analysis demonstrates inclined column X-type node can be designed to meet bearing capacity requirements. Wind load value of CBK is chosen according to the American standard ASCE7-05 and wind tunnel test reports. In order to check the deformation and stress of the structural members throughout the construction process, simulation analysis of construction process in different construction schemes was studied by finite element analysis software ETABS. The more reasonable construction scheme is selected by parison, which is applied to ensure the construction safety during the construction process of plex super high-rise building. Key words;tall buildings; steel structures; hybrid strueture; X-type joint; wind tunnel test; construction analysis 1工程概况 心筒与外侧钢框架组合而成的混合体系超高层结 科威特中央银行总部大楼（简称CBK）工程位 构，整个建筑结构由底部的L形随着高度增高逐渐 于科威特的政治金融中心科威特市，其西北方向约 向等边直角三角形过渡，两直角边为钢筋混凝土剪 500m即为科威特的王宫所在地。
2010年12月 施工技术 第39卷第12期 CONSTRUCTION TECHNOLOGY 67 碗扣式钢管模板支撑架足尺模型承载力试验研究 辛克贵，黄勋，沈邕2，金同乐1 (1.清华大学土木工程安全与耐久教育部重点实验室，北京100084； 2.北京盛明建达工程技术有限公司，北京102200) [摘要】碗扣式钢管模板支撑架因其性能优越，在我国大跨建筑和桥梁工程中的使用越来越广泛.脚手架倒塌事 故也在不断发生.对模板支撑架承载力理论研究尚未透彻是引起事故的重要因素之一.为研究柱距和外立面斜 撑因素对碗扣式模板支撑架承载力的影响，按照工程实际搭设规格设计3组试验架，得到3组支撑架体的承载力、 破坏形态、荷载位移曲线、应力分布情况，同时还监测到可用于施工监控的关键数据. 【关键词]碗扣式模板支撑架；试验研究；承载力；施工监控 [中图分类号]TU731.2 [文献标识码]A [文章编号]1002-8498(2010)12-0067-04 Experimental Study on the Bearing Capacity of Full-scale Cuplok Steel Tubular Supporting Frame Xin Kegui' Huang Xun' Shen Yong? Jin Tongle' (1.Tsinghua Unisersity Key Laboratary of Cisil Engineering Safety and Durability of Ministry of Education of the People's Republie of China Beijing 100084 China; 2.Beijing Shengming Jianda Engineering and Technology Co. Ld.Beijing 102200 China) Abstract:Because of its own superiority the cuplok steel tubular supporting frame has been more and more used in long-span building construction and bridge construction.Unfortunately the supporting frame accidents occur frequently.The major cause of such accidents is the imperfection of the bearing capacity theory on the supporting frame.In order to study the effects of bay length and outside bracing on the bearing capacity and according to the engineering application three elaborately-designed full-scale tests were carrized out moreover the details of bearing capacity failure modes load-displacement curves stress distribution and horizontal displacement data were gained which will b...
[关键词]脚手架；硫扣式模板支架；斜撑；弹簧刚度；半刚性连接 [中图分类号]TU731.2[文献标识码]A【文章编号】1002-8498(2013)11-0014-06 Calculationof theEquivalentSpringRigidityforthe Diagonal Bracing of Cuplok Support Scaffold
（1.College ofCivilEngineering andArchitectureZhejiangUniversity,Hangzhou,Zhejang310027,China; 2.Jianqiao Construction Group Co.,Lud.,Yueqing,Zhejiang 325600,China) Abstract:To solve the diagonal bracing rigidity of cuplok support scaffold,a method of equivalent spring rigidity was proposed. The results from an illustrative example show that the simplified calculation model with no diagonal bracing is reasonable. Based on that, a calculation model with diagonal bracing was established and the equivalent spring rigidity of diagonal bracing can be obtained bining the experimental values and the values from finite element calculations. The test results were pared against the calculated ultimate bearing capacities assuming pin,rigid and semi-rigid connections between the horizontal members and vertical members respectively. The result shows that the calculation model with semi-rigid connection simulated the test result best. Key words:scaffolds;cuplok support scaffolds; diagonal brace; spring stiffness; semi-rigid connections 国内外学者对门式、扣件式、碗扣式等各类模加0.1%的竖向极限荷载模拟初始几何缺陷。
[关键词】屋盖；斜拉结构；找形分析；逐步去约束法；有限元分析 [中图分类号】TU311；TU758[文献标识码]A [文章编号】1002-8498（2014）14-0090-03 Removing ConstraintMethodStep-by-stepforForce-finding Analysis of Cable-stayed Structures Zhu Boli'，GuoYanlin，Ma Jianxun （1.Schol ofHuman Seulements and Civil Engineering,Xi²an JiaotongUniversity,Xi²an，Shaanxi710049,China; 2.Department of Civil Engineering，Tsinghua Unirersity，Bejing 100084,China) Abstract;Because the cable-stayed steel structures are typical bination of tensile cables and rigid pre-stress values，based on the structural geometrical configuration specified by architectural and structural designers.From the mechanical characteristics and position of cable-stayed structures，this paper presents a newmethod for finding cable pre-stress values,and thismethod is defined as Removing Constraint Method Step-by-step（RCMS）.Firstly,the whole structure is required to impose displacement constrains at the key points of the whole structure，and then to release it one by one to determine cable pre-stress values according to the structural geometric configuration，as well as the cable length and final cable forces.It leads to higher calculation efficiency and higher convergence speed than traditional force- findinganalsisInthispaper,itisfirstysedinasimlifedstruturalmodeltovalidateit,andfuh applied in practical engineering design to find cable pre-stress values of a real cable-stayed structure. Key words:roofs; cable-stayed structure; force-finding analysis;removing constraint method step by step;finite element analysis 0引言 上，相当于对空间网格屋盖...
2016年12月上 施工技术 第45卷第23期 CONSTRUCTION TECHNOLOGY 167 D0I:10.7672/5js2016230167 破窗效应在建筑业安全管理中的应用 王仪斌，朱易举，卢俊麟，敖春兵 (中建钢构有限公司，广东深圳518040) [摘要]建筑施工生产安全事故源于人的不安全行为、物的不安全状态和管理缺失，该行为发生后不能及时制止、 处理，便引发破窗效应.修复“破窗”是落实隐患整改、控制安全形势的有效安全管理手段.详细介绍了建筑业安 全形势及原因分析，以及破窗效应在安全管理中的应用. [关键词]建筑业；破窗效应；安全管理：应用 [中图分类号]TU714 [文献标识码]A [文章编号]1002-8498(2016)23-0167-03 Application of Broken Window Effect in Safety Management of Construction Industry Wang Yibin Zhu Yiju Lu Junlin Ao Chunbing China Construction Steel Structure Co.Lad.Shenzhen Guangdong 518040 China) Abstract:The safety accident of construction es from people's unsafe behavior unsafe state of things and lack of management.If the behavior can not be stopped and processed in time it will lead to broken window effect.Repairing broken windows is the implementation of the rectification and safe management means which can effectively control the safety situation.This paper introduces security situation and cause analysis in construction industry the application of broken window effect in safety management. Key words:construction industry;broken window effect;safety management;application 1建筑业安全形势及原因分析 安全管理水平发展相对滞后，造成建筑业的高速发 1.1建筑业安全形势分析 展与安全管理水平缓慢提高严重不匹配、不协调， 国际劳工组织的统计数据表明，2008年全球有 导致近年来生产安全事故有所抬头.据国家住房 统计上报的重大生产安全事故总数约349000起，和城乡建设部发布的数据显示，从2003年至2012 其中建筑业的安全生产事故约59000起，占事故总 年，全国建筑业事故起数和死亡人数呈现逐年下降 数的17%左右1.据国家统计局数据显示[2]，我国 趋势（见图1）.但是，2013年共发生生产安全事故 2013年各类生产安全事故共死亡69434人，亿元国524起.死亡670人，比2012年增加37起，死亡人数 内生产总值生产安全事故死亡人数为0.124人.其 增加46人，分别上升7.6%和6.87%...
施工技术 2015年7月上 72 CONSTRUCTION TECHNOLOGY 第44卷第13期 D0I:10.7672/sgjs2015130072 破碎状流纹斑岩大坝岸坡U形基槽爆破技术研究 杨毅 (安徽水安建设集团股份有限公司技术中心，安徽合肥230601) [摘要]大坝岸坡为流纹斑岩，节理、裂隙纵横交错，岩体呈破碎状，风化也较为严重，需要开挖较大的深度，形成U 形基槽.针对大坝岸坡基槽开挖的难点展开技术研究，将基槽划分成不同的爆破区域，采取建基面预裂爆破与主 爆区大体积爆破相结合的开挖方法，解决了岸坡形基槽开挖难题，既提高了建基面的平整度，又降低了单方石方 爆破用药量，取得了较好的技术经济效果. [关键词]大坝；爆破；基槽；起爆网路；残留率 [中图分类号]TV642.2 [文献标识码]A [文章编号]1002-8498(2015)13-0072-03 Study on Blasting Technology for U-shaped Foundation Trench on Dam Abutment Slope Composed of Fractured Rhyolite Porphyry Yang Yi Technology Center Anhui Shuian Construction Group Co. Ltd.Hefei Anhui 230601 China) Abstract:The dam abutment slope is posed of fractured and weathered seriously rhyolite porphyry with criss-crossing joints and it will form U-shaped foundation trench after excavation.Given that there are some difficulties for foundation trench excavation the foundation trench was divided into different blasting zones and the technology bing pre-splitting blasting for base surface zone with bulk blasting for main zone was adopted to excavate the foundation trench.The application of the blasting technology improves flatness of base surface reduces the explosive volume and achieves better economic benefit. Key words:dams;blasting;trench priming network;residual rate 1工程概况 坝址区岩石风化程度不一，强风化厚度大多为5m 某水库大坝为碾压混凝土重力坝型，坝顶高程左右，微风化岩体中夹有强~弱风化岩体，呈囊状.大 726.300m 建基面高程650.000m 坝高76.3m.大坝岸坡岩石呈严重的破碎状，风化较为严重，岸坡开挖 坝坝顶宽6.5m 长180.5m.坝址处呈“V”字形河深度较大，大坝岸坡开挖后形成“U”形基槽. 谷，属于中低山侵蚀峡谷地形.坝址区地貌复杂，2岸坡U形基槽开挖方法优选 地势高低起伏，高差大.坝区段河道较为顺直，呈2.1岸坡分层开挖高度的确定 北东走向.河谷谷底与两侧山顶高差约150~ 大坝左、右岸岸坡开挖高度大于坝高，约90 200m.河谷高程654.000~656.000m 底宽20~ 多m 设计要求分成10个台阶施工，每层台阶开挖 40m 河床比降约为2%o. 高度一般为8~10m 每个台阶接近相应的平台预留 坝址区山体坡陡，岩石裸露，断裂发育，节理、垂直高度2.0m的保护层. 裂隙纵横交错，岩体呈破碎状.地质调查资料表 分层高度既与设计有关，同时又与建基面爆 明，大坝坝址区的岩石为“中元古界熊耳群许山组 破钻孔倾斜度有关.从施工角度分析，主要是控 流纹斑岩”，河谷缓坡处多为薄层坡积层.坝址区 制爆破钻孔的倾斜率.钻孔孔斜不应超过0.5%， 断裂横切河谷，大多倾向东北方向，最为发育的断 10m深的孔底偏差值为：0.5%x10=5cm 两孔孔 裂走向近东西方向，其次为近南北方向. 底之间距离误差值范围则为：-10cm≤8≤10cm. 因此，从施工角度分析，台阶高度不宜超过10m. [作者简介]杨毅，副主任，副总工程师，高级工程师，国家一级注 2.2岸坡建基面...
[关键词]加固；隔震；砌体结构；施工技术 [中图分类号]TU352 [文献标识码]A [文章编号]1002-8498（2013）16-0054-03 SlidingIsolationReinforcementTechnology onMasonryStructure Liu Junsheng，CaoXiaohui,GuoLijuan，Ma Hongyao，ZhangPeng （ShaanxiInstitute of Building Research，Xi'an，Shaanxi 710082，China) Abstract :The sliding isolation technique is widely used in new buildings in our country.It is also used in seismic reinforcement for old buildings.It can short construction time，reduce costs of reinforcement and restoration by using isolation technique in seismic reinforcement for masonry structure.On the basis of building slidingisolation，the constructionmethodsofmasonry structure using slidingisolation technology are introduced，and the sliding isolation reinforcement technology on masonry structure can provide a new and effective method for the strengthening of masonry structure. Key words:strengthening；isolation；masonry structure;construction 0引言 点，上支撑梁可采用双夹支撑梁和单托支撑梁2种 采用滑移隔震技术对建筑进行加固，可以减少 形式，如图1所示。
[关键词]检测；材料强度；非破损检测；测强曲线；试验 [中图分类号】TU754[文献标识码】A[文章编号]1002-8498（2013）24-0015-05 VerificationExperimentsonNon-destructiveTestfor MasonryMaterialStrength Zheng Qiaowen (Shanghai Research Institute of Building Sciences （Group） Co.，Lid.，Shanghai200032,China) Abstract:Based on experiments， the diference of cube pressive strength between blocks with steel bottom model and brick bottom model was pared. Disparity of mortar strength， which was tested by penetration method，between mortar blocks and mortar joints was discussed.The influence of maintenance condition，constraint condition and laying quality on mortar strength was analyzed. Applicability of the method of mortar penetration and the method of fired brick rebound was verified.The Key words:inspection; material strength; non-destructive test; strength curve; test 砌体材料强度是既有砌体结构检测评估中最加之非破损检测的精度相对较差，其检测精度一直 为关键的参数之一。
[关键词】公路工程；细度模数；分形；相关关系 [中图分类号]U414：TU521.1 【文献标识码]A [文章编号]1002-8498（2014）23-0101-04 ApplicationofFractalGeometryTheorytoStudyon SandFinenessModulus Zhang Shaowu'，FengXiaowei² （1.Gansu Provincial Transportation Research Institute Co.，Lid.，Lanzhou，Gansu 730050,China; 2.Gansu ProvincialEngineering Laboratory of Road Materials，Lanzhou，Gansu 730050,China） Abstract;In the process of road construction-sand formation and use,road construction sand presents a series of sub-type features.Through fractal theory，,this paper analyzes the sand fractal dimension，mainly wants to establish the correlation between sand fineness modulus and fractal dimension，based on the relationships,then analyzes the relevance of the road particle content levels sand and fractal dimension. relationship of fractal dimension，and the sieve residue on 0~0.15mm and 1.18~2.36mm mesh has a great impact on the change of fractal dimension. Key words:road construction;fineness modulus;fractals;correlation 目前，分形几何理论已经广泛应用在材料学作用。
[关键词】隧道工程；盾构；砂卵石地层；振动；衰减规律；监测 [中图分类号]U455.43[文献标识码]A[文章编号】1002-8498（2013)19-0103-04 Studyon theVibrationDistributionLawofShieldConstructionin Sand Gravel Layer Zhang Bo'，MaXuemei'，Cao Wufu²，RenXuefeng （1.BeijingUrbanConstructionExploration&Surveying DesignResarchInstitute Co.，Ld.，Bejing100101,China； 2.Bejing MTR Construction Management Co.，Lad.，Bejing 100037，China) Abstract:A greater vibration will be generated due to cutting sand and gravel in the process of shield machine tunneling. The vibration which transmits to surface not only disturbs residents but also makes a greater environment impacting. This paper takes a subway shield zone tunnel of Beijing Metro Line 10 for an example, carries out field tests of vibration of shield segment and ground surface. The propagation laws of environmental vibration are summarized by analysis on test data. The result shows that the vibration caused by shield construction is closed related to the particle size.The vibration influenced distance in the cave will be 1.5 ~2 times of the hole diameter. The surface vibration acceleration level near the cutter-head is beyond the regulatory requirements. The exponential atenuation rules of the surface acceleration will be showed. The high-frequency has a faster attenuation in transmission process. The main frequency is about 30 ~ 50Hz far from cutter-head. Key words:tunnels; shields; sand gravel layer;vibrations; attenuation rules; monitoring 0引言 时，问题显得更加突出[2。
施工技术 2014年3月下 8 CONSTRUCTION TECHNOLOGY 第43卷第6期 D01:10.7672/sgjs2014060008 砂卵石地层大直径后压浆钻孔灌注桩施工技术 郭金武，李哲琳，王勇，倪晓荣 (中国新兴建设开发总公司，北京100039) [摘要]人民日报社报刊综合业务楼项目主楼采用后压浆钻孔灌注桩抗压桩，副楼及纯地下车库部分采用筏板基 础，对部分抗浮不足部位采用后压浆钻孔灌注桩抗拔桩.介绍了该项目工程桩设计参数及施工技术要点，水下混 凝土的浇筑技术要点、工程柱桩端后压浆施工技术，最后对单桩进行静载试验.数据充分证明，针对该工程采取的 深基础工程桩施工工艺及各项控制措施合理有效，取得了预期目标，满足工程各项技术要求，效果良好. [关键词]地下工程；桩基础；砂卵石地层；灌注 [中图分类号]TU753 [文献标识码]A [文章编号]1002-8498(2014)06-0008-04 Large-diameter Bored Piles Construction at Sand and Gravel Stratum Guo Jinwu Li Zhelin Wang Yong Ni Xiaorong China Xinxing Construction Derelopment General Co.Beijing 100039 China) Abstract:The bored pression piles construction post grouting under pile)has been conducted in the main building construction of the People's Daily project.Due to the requirement of anti-floating the bored piles construction has also been conducted under some parts of the raft foundation of the skirt building.This paper introduces the essential parameters of pile design and construction the key points of underwater concrete pouring and the technology of post grouting under pile.Finally the result of static loading tests of every pile states that the goal has been achieved and requirements have been met and work well. Key words:underground;piles;sand and gravel stratum;grouting 0引言 层地下室，各建筑部位基础均置于同一基础底板 随着城市建筑物高度不断增加，基础荷载不断 上，并在地下相互连通.主塔楼采用后压浆钢筋混 加大，为增加地基承载力和建筑稳定性，基础桩应 凝土灌注桩. 用越来越广泛，对于超高建筑往往采用大直径、较 主塔楼抗压桩桩身混凝土强度等级为C45 长钢筋混凝土灌注桩，部分基础桩甚至采用桩端、1000mm 桩长26m 桩端持力层为⑧层卵石层，进 桩侧后压浆的形式来提高桩身承载力，基础桩的质 入持力层≥1...
2011年7月上 施工技术 第40卷第344期 CONSTRUCTION TECHNOLOGY 75 砂卵石地层中钻孔灌注桩成孔控制技术 王俊利，刘会林 (中国铁建十六局集团有限公司，北京100124) [摘要]在砂卵石地层采用钻孔灌注桩成孔难度较大.以北京地铁十号线某盾构始发井围护桩施工为例，对在砂 卵石地层中影响钻孔柱成孔效率和质量的主要原因进行了分析，并针对设备选型和泥浆护壁两方面对成孔质量控 制措施进行了闸述.根据不同的地质条件选择适合的成孔钻具和泥浆参数，保证了成孔质量，提高了施工效率. [关键词]钻孔灌注桩；砂卵石地层：旋挖钻机；短螺旋钻头 [中图分类号]TU753.3 [文献标识码]A [文章编号]1002-8498(2011)13-0075-02 Pore-forming Control Technology of Bored Pile in Cobble Stratum Wang Junli Liu Huilin (China Railway 16th Bureau Group Co.Ltd.Beijing 100124 China) Abstract:It is difficult for pore-forming with bored pile in cobble stratum.Based on retaining pile construction of shield-construction origination shaft in Beijing Subway line 10 authors make analysis on the main cause of influence on efficiency and quality of pore-forming with bored pile in cobble stratum and expound quality control measures from equipment selection and mud protection.They choose the suitable drilling tool and mud parameters which ensure pore-forming quality and improve construction efficiency. Key words:bored pile;cobble stratum;rotary drilling rig;short screw auger 1工程概况 盾构始发井所处地层由上至下分别为：人工填 北京地铁十号线二期西局站~六里桥站区间1土层、第四系新近沉积层、第四系沉积土，其中第四 号、2号盾构始发井均为单跨3层钢筋混凝土矩形系沉积土中的⑤卵石层（厚10.7m)、⑦卵石层（厚 结构.两始发井结构形式及尺寸完全相同，盾构始8.9m)、⑨卵石层（厚7.8m)、①砾岩层（未见底）， 发井内净空尺寸为14.7m×8.7m 基坑开挖深度为 地层中卵石粒径较大，最大粒径40cm 直径>20cm 26.59m 采用钻孔灌注桩钢支撑钢围檩围护结 的颗粒物含量约为70%，工程地质条件差，对钻孔 构，钻孔灌注桩桩径1000mm 桩间距为1400 灌注桩施工影响较大. (1500)mm 桩长为34(35)m 桩底深入结构底板面 2.2水文地质条件 以下8.921m;桩顶设1000mmx800mm冠梁，冠梁 根据区域水文地质资料，本段线路赋存4层地 上设1500mm×200mm挡水墙. 下水...
