2016年4月上 施工技术 第45卷第7期 CONSTRUCTION TECHNOLOGY 55 D0I:10.7672/8js2016070055 明挖基坑中拔除钢板桩引起的土体变形研究 赵占军 (石家庄职业技术学院建筑工程系，河北石家庄050081) [摘要]软土地质条件下，受拔桩振动和桩身带泥现象的影响，钢板桩拔除后遗留的孔隙往往大于自身体积，若不 及时填充，可能会引起周围土体的变形.结合某基坑工程，对拔除钢板桩后的土体变形进行观测，并将地表沉降实 测值与基于Mindlin解的弹性理论值进行了对比分析. [关键词]基坑；桩；钢板桩；拔桩；变形 [中图分类号]TU447 [文献标识码]A [文章编号]1002-8498(2016)07-0055-04 Effect Research of Steel Sheet Pile Extraction on Ground Deformation in Cut-and-cover Foundation Excavation Zhao Zhanjun (Department of Civil Engineering and Architecture Shijiazhuang Vocational Technology Institute Shijiazhuang Hebei 050081 China) Abstract:After the extraction of steel sheet pile in soft soil the remaining open was usually larger than its volume due to the effects of vibration and adherent soils.It may cause significant ground deformation if the remaining open was not backfilled immediately.In this paper field results of ground deformations due to pile extraction were reported and pared with the elastic theoretieal results based on Mindlin's solution. Key words:foundation excavation;piles;steel sheet piles;pile extraction;deformation 钢板桩是一种边缘带有锁口，并可以通过自由部分软土附着在桩体表面一同被带离地面，从而增 组合的方式，将锁口对接形成连续紧密的挡土墙或 大土体损失.如果不及时填充孔隙，在两侧土压力 挡水墙的钢结构体.相比于其他支护方式，因其在 的作用下，周围土体变形可能会引起地表沉陷或开 止水性、施工简便性、环保性、耐久性以及可重复使 裂.对于周围存在敏感建（构）筑物时，拔除钢板桩 用性等方面的突出优点，钢板桩在世界范围内迅速 引起的地表变形更是不容忽视.许琼鹤等认为拔 得到了广泛的发展和应用，已经覆盖了众多岩土工 桩带泥体积与桩身宽度、土质情况及表面粗糙程度 程领域.20世纪50年代，我国首次在铁路桥梁的 等有关，一般单桩带泥量为桩身体积的2~5倍. 围堰施工中引进钢板桩.随着社会经济建设的持 Mejer和Van Tol通过室内模型试验来研究板桩拔 续发展，我国对钢板桩的需求日益增多，工程应用 除引起的周围沉降...

2011年3月下 施工技术 第40卷第337期 CONSTRUCTION TECHNOLOGY 15 昆明新机场飞行区岩溶地基加固处理技术 李同贵，王丽 (昆明新机场建设指挥部，云南昆明650211) [摘要]昆明新机场是“十一五”特重大项目，是中国第四大机场.其地处理土石方工程填挖方量约2亿，机 场飞行区整平后周边形成不同程度的边坡，尤其是在西跑道部分位置形成较大边坡，地基抗展加固处理尤为重要. 结合工程实际，介绍各分区土洞和溶润综合抗展加固设计及处理技术，并给出检验方祛.处理结果满足工程要求. [关键词]昆明新机场；岩溶地基；抗展加固；土润；溶洞 【中图分类号]TU472.3;TU753.8[文献标识码]A[文章埔号]1002-8498(2011)06-0015-03 Strengthening and Treatment Technology of Karst Foundation in Kunming New Airport Li Tonggui Wang Li Kunming New Airport Construction Headquarters Yunnan Kunming 650211 China). Abstract:Kunming New Airport is the special major projects of Eleventh Five-year as the fourth largest airport in China.There is about 2 billion cubic meters foundation treatment earthwork.After the leveling of flight zone various surrounding slopes are formed and large slopes are formed especially in some locations of runway.Thus the seismic strengthening and treatment are particularly important.Based on the actual conditions posite seismic strengthening design and treatment of soil cave and karst cavity in every subarea are introduced.Then test method is suggested.The treated foundation can meet the requirements of project. Key words:Kunming New Airport;karst foundation;seismic strengthening;soil cave;karst cavity 1工程概况 T1 T5 T6 T7标段开工，目前各标段施工完毕，期间 昆明新机场场区地处岩溶发育地区，场址区总填方区共处理完成294个潜斗、洼地；处理溶洞22 体以岩溶地貌为主，其次为构造刺蚀低中山地貌、山个，落水洞25个. 间盆地地貌等.岩溶地貌约占场址区的3/4，主要 在飞行区挖方区勒察结束、拿到施工图后，飞行 为剥蚀溶蚀准平原.地面多呈波状起伏，坡度相对区施工单位按照施工图对挖方区进行地基处理及换 平缓.微地貌形态有土洞、溶洞、石芽、岩溶漏斗、溶填、平整施工.处理了地表岩溶（漏斗、挂地、落水 ....

2010年3月 施工技术 第39卷第3期 CONSTRUCTION TECHNOLOGY 5 昆明新机场门形组合桅杆起重机施工技术 杨啸磊，蔡玉龙，戴立先，刘奔'，唐际宇2 (1.中建钢构有限公司，广东深圳518040；2.中国建筑第八工程局广西分公司，广西南宁530022) [摘要]昆明新机场5、6号钢彩带为324m长的平面连续拱结构，其基座通过倒插柱及铺杆分布于2层两条混凝土 主梁上.该部位具有位于吊装机械盲区、构件超重、外形复杂等特点，自行设计的门形组合枪杆起重机成功解决了 5、6号钢钢彩带基座的吊装难题，高效、经济、优质地完成了吊装区超重节点构件的安装.主要介绍了门形组合 枪杆起重机的设计过程及节点形式，总结了起重机的施工过程. [关键词]昆明新机场；门形组合枪杆起重机；吊装；设计；施工 [中图分类号]TU758.15 [文献标识码]A [文章编号]1002-8498(2010)03-0005-03 Construction Technology of Door-type Derrick Crane in the New Kunming Airport Yang Xiaolei' Cai Yulong' Dai Lixian' Liu Ben' Tang Jiyu? (1.China Construction Steel Structure Corporation Shenzhen Guangdong 518040 China; 2.Guangxi Branch of China Construction Eighth Engineering Bureau Nanning.Guangxi 530022 China) Abstract:The No.5 and 6 steel ribbons of the new Kunming Airport with the length 324m are plane continuous arch structure and their basements locate on two main beams of the second floor slab by inverse columns and anchors.Because these basements locate on lifting mechanical blind area and their members are overweight and plicated shape the No.5 and 6 steel ribbons basements are lifted successfully with the self-designed door-type jointed derrick crane.In this article the authors mainly show design process and joints forms of the door-type jointed derrick crane and introduce construction process of the crane. Key words:the new Kunming Airport;door-type jointed derrick crane;installation;design;construction 1工程概况 重枪杆50°时可吊装50且能灵活旋转180°要求设计， 昆明新机场5、6号钢彩带基座单件重约50t 共...

施工技术 2011年2月 12 CONSTRUCTION TECHNOLOGY 第40卷第4期 昆明新机场航站楼隔震支座更换拓展试验研究 唐际宇，戈祥林，黄贵，宋廷苏2 (1.中国建筑第八工程局广西分公司，广西南宁530022；2.云南省地工程研院，云南昆明650031) [摘要]由于昆明新机场航站楼复杂的地质环境和本身结构特性，为满足抗震要求，基础与地下室底板间设隔震 层.考虑使用年限较长，使用过程中可能进受较大地震，因此对隔震支座开展了更换拓展研究.详细阐述了更换 的具体过程，更换中应注意的问题及难点，以及千斤顶和测量仪器的具体布置情况，避免了对结构楼板造成不良影 响.实践表明效果良好. [关键词]隔震支座；起鼓；更换；加载；千斤顶 [中图分类号]TU352 [文献标识码]A [文章编号]1002-8498(2011)04-0012-03 Development Exchange Test of Isolation Bearing in Terminal Building of New Kunming Airport Tang Jiyu' Ge Xianglin' Huang Gui' Song Tingsu2 (1.Guangxi Branch of China Construction Eighth Engineering Division Co.Ld.Nanning.Guangxi 530022 China; 2.Yunnan Earthquake Construction Institute Kunming Yunnan 650031.China) Abstract:Because of the plex geological environment and special structure characteristics the isolation layer need to be set between foundation and basement slab to meet seismic requirement in New Kunming Airport Terminal Building.Considering their long service life and large earthquake might happen during this period the development exchange test of isolation bearing is done.Some contents about the process are described such as exchange process attention problems and difficulties the layout of jacks and instruments.Bad influence to the slabs is avoided.The technique of exchange had a good effect. Key words:isolation bearing;bulge;exchange;loading;jack 1工程概况 本工程隔震层位于基础与地下室底板之间，前 昆明新机场航站区工程为国家重点工程，为乙中心区单层建筑面积8万m2 隔震层层高3m 采用 类建筑，属非常重要的公共建筑.本工程抗震设防 叠层橡胶隔震支座与黏滞性阻尼器组合隔震技术. 烈度为8度，结构设计使用年限100年.场地跨越整个前...

施工技术 2010年6月 102 CONSTRUCTION TECHNOLOGY 第39卷第6期 昆明新机场航站楼隔震支座安装工艺研究 郑建勋，潘文 (昆明理工大学建筑工程学院，云南昆明650224) [摘要]昆明新机场航站楼采用了叠层橡胶隔震支座，在施工中将固定预埋件的钢模板循环使用.施工过程中通 过在钢模板一侧沿平行边和对角线焊接角钢的方法增加钢模板的强度避免了由于所使用钢模板较薄、较轻而可能 引起的绕曲变形.在下支墩混凝土找平时，通过往套筒里放干砂或锯末避免了由于去掉模板而引起的套筒里落浆 问题.整个安装过程既方便了施工，又降低了成本. [关键词]昆明新机场；航站楼；叠层橡胶隔震支座；预埋件；钢模板；挠曲变形；套简 [中图分类号]TU352.1 [文献标识码]A [文章编号]1002-8498(2010)06-0102-02 Research on Construction Technology of Isolation Bearings of Kunming New Airport Terminal Building Zheng Jianxun Pan Wen Faculty of Architectural Engineering Kunming University of Science and Technology Kunming Yunnan 650224 China) Abstract:Laminated rubber damping bearings are used in Kunming New Airport Terminal Buildings. Steel formwork of embedded parts'fixation is in recycling use.Angle steel is welded in parallel with the edge and the diagonal to strengthen the intensity of the thin and light steel formwork so that the flexural deformation will not happen.Leveling the concrete of the buttress below dry sand and sawdust are put into the sleeve without steel formwork to avoid cement slurry falling.The whole process reduces the cost and makes the construction easy. Key words:Kunming New Airport;terminal;laminated rubber damping bearing;embedded parts;steel formwork:flexural deformation;sleeve 近20年来，现代隔震技术在土木工程中得到了较 昆明新机场航站区航站楼抗震设防烈度为9度， 大规模的应用.在美国，1985年建造了第一幢设置夹采用先进的隔膜技术，在隔震层设置隔震支座和耗能 层橡胶隔震垫的4层钢结构一加州福希尔法律中心器进行耗能减震. 大楼.在日本，目前采用基础隔震技术的结构已经超1工程概况 过1000幢.并且近几年来还有200个基础隔震设计 昆明新机场航站楼工程场地位于我国西南地区一 方案完成.进人20世纪90年代，我国...

2010年3月 施工技术 第39卷第3期 CONSTRUCTION TECHNOLOGY 昆明新机场航站楼钢彩带贝雷架支撑系统设计与应用 杨啸磊，蔡玉龙，戴立先，邻国雄'，唐际宇2 (1.中建钢构有限公司，广东深圳518040：2.中国建筑第八工程局广西分公司，广西南宁530022) [摘要]昆明新机场航站楼钢彩带为双层群拱结构，施工时采用自行设计的贝雷架支撑系统，此系统主要由贝雷片 和支撑架组合而成.根据群拱结构特点和吊装顺序，利用有限元软件SAP2000对吊装过程的胎架受力和变形进行 了分析计算，计算结果表明自行设计的贝雷架支撑系统满足钢彩带施工要求.介绍了贝雷架的安装过程.采用全 站仪对贝雷架卸载前后的变形进行了监测，发现卸载前后的胎架变形实测值与模拟值基本吻合. [关键词]昆明新机场；航站楼；钢彩带；贝雷架支撑系统；设计；应用 [中图分类号]TU745.2 【文献标识码]A[文章编号]1002-8498(2010)03-0001-04 Design and Application of Bailey Rack Support System in Terminal Building of the New Kunming Airport Yang Xiaolei' Cai Yulong' Dai Lixian' Kuai Guoxiong' Tang Jiyu2 (1.China Construction Steel Structure Corporation Shenzhen Guangdong 518040 China; 2.Guangxi Branch of China Conatruction Eighth Engineering Bureau Nanning Guangxi 530022 China) Abstract:The steel ribbons in terminal building of the new Kunming Airport are double-layer arch structure.During construction of these ribbons the self-designed bailey rack support system is used which is posed of bailey piece and support.According to characteristics and lifting sequence of arch structure stress and deformation of the support system in lifting process are analyzed and calculated by software SAP2000.The calculation results show that the bailey rack support system satisfies the construction requirements of steel ribbons.In this article the authors show installation process of the support system.Deformation of the support system before and after loaded is monitored by total station by which the author...

2011年5月上 施工技术 第40卷第340期 CONSTRUCTION TECHNOLOGY 7 昆明新机场航站楼钢彩带结构深化设计 唐际字，许小金，石荣金2 (1.中国建第八工程局广西分公司，广西南宁530028：2.江苏沪守钢机股份有限公司，江苏宜兴214231) [要]足明新机扬就站林采用道型独時的钢彩带结构，部分为异常直杂的拉箱体构件，采用一般的深化设计手 段和方法，满足不了热构件的深化设计委米，翰钢结构的深化设计带来了极挑战.结金工程点，采用自行开 发的弯拉构件专用深化设计鞭件，解决此难题.同时，考惑到体内部焊接空南非常小，焊接图难，深化设计阶 采职了有政的伽梨和焊接工芝对传构进优化设计，满足厂加和靓场的需要，并进行了焊接方法和焊 基可行性的研究和优化，提出能合本工程的最优焊接方法. [关键词]品明新机场：就站楼：钢彩带：实扭构件：深化设 [中分类导]TU242:TU758.11 [立献标识移]A[立章编]10028498(2011)09-0007-04 Deep Design for Steel Ribbon in Kunming New Airport Terminal Tang Jiyu' Xu Xiaojin' Shi Rongjin2 (1.China Construction Eighth Engineering Dicision Co.Ltd.Guangxi Branch Company Nanning Guangxi 530028 China: 2.Jiangsu Huning Steel Mechanism Co. Ld.Yixing Jiangsu 214231 China) Abstract:Kunming New Airport terminal uses special-shape steel ribbon and part of ribbon is very plicated bending-torsion box-shape members.The normal deep design method can not satisfy requirements for deep design of the bending-torsion members which will challenge the deep design of the project.Combing with the engineering characteristics the authors adopted self-development special deep design software for the bending-torsion members to solve the difficult problem.Considering very narrow welding space in the box to make welding diffieult effective assemble and welding techniques in deep design stage are adopted to satisfy the need of prefabrication in work and installation on site feasibility of welding method is studied and optimized and the best welding method is pu...

施工技术 2011年5月上 14 CONSTRUCTION TECHNOLOGY 第40卷第340期 昆明新机场航站楼钢彩带室间 弯扭箱体构件制作技术 唐际宇，战祥林，石荣金2 (1.中国建剑第八工程局广西分公司，广西南宁530028：2.江苏沪守润机股份有限公司，江苏宜兴214231) [摘盈]复杂钢结构构件特别是空间弯扭构件的加工制作，如何确保构件的加工精度、曲线符合设计要求，是一个 重要撕战.昆明新机场就鸿造型独特的彩带空向弯扭构件，采用空向任意扭曲箱形件自动生成件，对壁板 的展开进行计算机滑确旋样.同时，对壁板的成型过程和成型后的检测采用专用检测样箱进行全面检测，解决了 构件夏核检的难题.采用先加工制作箱体壁板，然后含组装成箱体的方法，解决了彩带箱体内横隔板焊接国 难的向题. [关键词]昆明新机场：就站楼：钢彩带：箱体构件：利作 [中图分类导]TU758.16[文献标识码]A [文章编导]1002-8498(2011)09-0014-04 Prefabrication Technology of Bending-torsion Box-shape Member of Steel Ribbon in Kunming New Airport Terminal Tang Jiyu' Ge Xianglin' Shi Rongjin2 (1.China Construction Eighth Engineering Dirision Co.Ltd.Guangxi Branch Company Nanning Guangxi 530028 China: 2.Jiangsu Huning Steel Mechanism Co.Lsd.Yixing Jiangsu 214231 China) Abstract:It is very important challenge for plicated steel structure especially for space bending- torsion members on how to assure prefabrication preeise and line-shape of members to satisfy the design requirement.The steel ribbon in Kunming New Airport terminal is space bending-torsion box-shape members.During prefabrication of these members automatic generation software of space torsion box- shape member is used to loft accurately the wall plate in puter and special inspector box is used to inspect the wall plate during and after the wall plate is formed.First fabricating wall plate of box and then assembling the wall plate to box can solve the weld problem of transverse separators. Key words:Kunming New Airport:terminal:stee...

2010年12月 施工技术 第39卷第12期 CONSTRUCTION TECHNOLOGY 昆明新机场航站楼钢彩带支座施工技术 吴柳宁，唐际宇，李林，霍福金 (中国建筑第八工程局广西分公司，广西南宁530022) [摘要]针对昆明新机场航站楼钢彩带支座节点复杂、结构受力大、施工难度大的特点，通过采取深化设计，解决钢 筋排布、焊接困难等问题，合理安排混凝土梁钢筋绑扎顺序，果取无收缩高强灌浆料替代混凝土填充彩带支座内空 间，解决了钢彩带支座施工难题.重点介绍了支座安装、钢筋绑扎、混凝土浇筑、高强灌浆料等施工工艺. [关键词]昆明新机场；航站楼；钢彩带；支座安装；施工技术 [中图分类号]TU758.I1 [文献标识码]A [文章编号]1002-8498(2010)12-0005-03 Construction Technology of Steel Ribbon Support in Kunming New Airport Terminal Wu Liuning Tang Jiyu Li Lin Huo Fujin China Construction Eighth Engineering Division Co.Lad.Guangxi Branch Company Nanning Guangxi 530022 China) Abstract:According to the characteristics of plex joint large structural force and difficult construction of steel ribbon support in Kunming New Airport terminal by applying deep design the problems of reinforcement setting and difficult welding are solved.Moreover through arranging binding sequence of beam reinforcement reasonably and using no-shrinkage and high strength grouting material instead of concrete to fill the space of support the steel ribbon support construction is pleted successfully.The construction technologies of support installation reinforcement binding concrete pouring and high strength grouting material are introduced in detail. Key words:Kunming New Airport;terminal;steel ribbon;support installation;construction technology 1工程概况 连接节点，故支座位置混凝土梁、柱截面尺寸大，且梁 昆明新机场航站楼钢彩带体系主要是航站楼核心为局部变截面梁，钢筋、预应力筋排布复杂，同时还要 区前中心区屋顶的支承结构，彩带共有7根，彩带下设保证钢筋、预应力筋、混凝土与钢支座紧密结合确保结 有10~11个拱底与混凝土结构柱顶上的箱体支座连构整体连接，以达到整体受力要求.在实际...

施工技术 2011年5月上 18 CONSTRUCTION TECHNOLOGY 第40卷第340 昆明新机场航站楼钢彩带对接焊施工技术 唐际字，杨啸磊2，刘奔2，韦有富 (1.中国建第八工程局广分公司，广西南宁530028：2.中建钢构有限公司，广东深518040) [摇要]形空尚彩带对接焊旗工技术主要解决了直杂箱形结构的对接焊技术难题，通过开设含理的焊接工艺孔 确保焊接位置，采取理的焊接顺序减少焊接残余应力，确保对接焊质量.同时，通过采取焊接口预热、拉制展、 拉制后热和进行保温等排施，以及采含理的焊接顺序和进竹焊接加团，确保了厚板的焊接质量 [关键词]昆明新机场：就站楼：彩带：对接焊：工花孔 [中图分类号]TU758.162 [战标积码]A [章编号]1002-8498(2011)09-0018-03 Construction Technology of Butt Welding of Steel Ribbon in Kunming New Airport Terminal Tang Jiyu' Yang Xiaolei Liu Ben2 Wei Youfu' (1.China Construction Eighth Engineering Dicision Co.Ltd.Guangxi Branch Company Nanning Guangxi 530028 China: 2.China Construction Steel Structure Co.Lid.Shenzhen Guangdong 518040 China) Abstract:Construction technology of butt welding of special space steel ribbon can solve the problem of butt welding in plex closed box-shape structure.Setting up rational technique hole can assure correct welding location and using rational welding sequence can reduce welding residual stress to assure welding quality.To assure the thick plate's welding quality some measures are adopted such as preheat of welding mouth layer temperature and postheat control heat preservation adopting rational welding sequence and welding reinforcement. Key words:Kunming New Airport:terminal:steel ribbon:butt welding:technique hole 1工程概况 昆明新机场航楼彩带钢结构主要布盟在 10.4m梅面上，共有7条.其中1~4号彩带位于楼 a正立面 前端部，通过10.4m楼面延伸至-5m平台，同时1， 4号彩带由2 3号彩带互相连接，形成1巨型彩 带，1~4器彩带高度最大达到36m 主要构件和节 b侧立面 点为箱形截面，最大板厚60mm 部分构件为空尚弯 图1彩带三滋故果 扭形状. Fig.1 3D effect of steel...

2011年5月上 施工技术 第40卷第340期 CONSTRUCTION TECHNOLOGY 21 昆明新机场航站楼钢彩带基座制作技术 唐际字，戈祥林，石荣金 (1.中国建第八工程局广西分公司，产西南宁530028：2.江苏沪守钢机股份有限公司，江苏宜兴214231) [摇要]针对足明新机场航站钢彩带基座节点传构的骑点，采用分步组装法进行制作，将基座节点分为上部 彩带箱体部分、中部端箱体部分和下邮钢管柱部分，共3个分轻，然后对这3部分分别加工制作，最后在登体组 梨胎架上分步舍就细装焊接，这样可以证焊接空向、减小焊接应力以皮细难度，并对加工制作展量有保证. [关键词]昆明新机场：就站楼：钢彩带：卷座：胎架 [中密分类号]TU758.16 [立战标积弱]A [章编号]1002-8498(2011)09-0021-03 Prefabrication Technology of Special-shape Steel Ribbon Base Joint in Kunming New Airport Terminal Tang Jiyu' Ge Xianglin' Shi Rongjin2 (1.China Construction Eighth Engineering Dicision Co.Ltd.Guangxi Branch Company Nanning Guangxi 530028 China: 2.Jiangsu Huning Steel Mechanism Co. Lad.Yixing Jiangsu 214231 China) Abstract:The special-shape steel ribbon base joint in Kunming New Airport terminal is very plex to be prefabricated by assembled by steps method.The base joint is divided into three parts which are the top steel ribbon box part the middle anchor box part and the bottom steel pipe column part.The three parts are prefabricated separately and assembled and welded into a unit on the integrate assemble support which can effectively assure welding space reduce welding stress and assemble difficulty and assure prefabrication quality. Key words:Kunming New Airport:terminal:steel ribbon:base:support 1工程概况 昆明新机场航站楼钢彩带体系主要是站核 心区前中心区屋顶的支承结构，彩带共有7根，彩带 2- 7号彩座 下设有10~11个拱底与混凝土结构柱项上的箱体 6号彩带基座 色 基座连接，彩带基座共有52个（见图1）.其中1 4 号彩带下各有11个基座，位于结构展B1居，标高一 号带座 5.20m 5~7号彩带下各有10个基座，位于结构居 F3层，标高10.20m.如图2所示. 号彩基座 画面面 同一彩带基座间跨度36m 由混凝土大梁...

施工技术 2011年5月上 24 CONSTRUCTION TECHNOLOGY 第40卷第340期 昆明新机场航站楼超大面积 双曲面金属屋面施工技术 乔聚忠，傅新芝2，朱军林2 (1.中国建第股份有限公司昆明新机扬项目经理邮，云南昆明650200： 2.江苏流宁钢机股份有限公司足明新机场项目经理部，云南明650200) []泥明新机杨航站桂工程为大跨度、超大面积、双曲面金属屋面，施技术复杂.其超长金属屋面板的加工、 运翰及吊团难，面三空南定位放线繁，屋面意形制要求高.计对工程难点采取一系列施，介了破 涂层棋锰合金板金属屋面各构造层施工技术，职得优异故果. [关键词]明新机场：就战楼：金属屋面：双曲面 [中分类导]TU761.12 [献杉识码]A [支章编导]1002-8498(2011)09-0024-03 Construction Technology of SuperHarge Area and Hyperbolic Metal Roof in Kunming New Airport Terminal Qiao Juzhong' Fu Xinzhi Zhu Junlin2 (1.Project Management Team in Kunming Airport of China State Construction Engineering Co. Ld.Kunming Yunnan 650200 China: 2.Projeet Management Team in Kunming Airport of Jiangsu Huning Steel Mechanism Co.Ltd.Kunming.Yunnan 650200 China Abstract:The roof of Kunming New Airport terminal is a large-span super large area and hyperbolic metal roofing.During roof construction it is difficult for prefabrication transportation and lifting of the superHong roof board and the positioning and lofting of three-dimensional space about the roof are plex moreover it is high for deformation control requirement of the roof.According to these engineering difficulties some measures are taken and the construction effect is good.The authors shows in detail construction technology of each construction layer of aluminium-magnesium-manganese alloy- roofing board with fluorocarbon-painting. Key words:Kunming New Airport:terminal:metal roof:hyperbolie 1工程概况 昆明新机场站楼规棋大、结构复杂、设计新 颖、造型美观，总建筑面积54.83万m2 由前中心 区、前端东西指廊...

施工技术 2010年12月 CONSTRUCTION TECHNOLOGY 第39卷第12期 昆明新机场航站楼无黏结预应力结构设计与张拉 方思忠，唐际宇，赵磊，范波 (中国建筑第八工程局广西分公司，广西南宁530022) [摘要]昆明新机场航站楼部分梁采用双向无黏结预应力技术.通过精确的温度应力计算，指出无黏结预应力梁 配筋原则，以及主梁、次梁、楼板的预应力配筋方案.施工中重点控制预应力筋张拉顺序，即先张拉楼板预应力筋， 后张拉楼面梁预应力筋，由中间向外基本保持对称张拉的顺序，最大程度避免预应力损失.张拉过程中通过张拉 力和伸长值的双指标控制，有效控制了超长混凝土结构的裂缝.重点介绍了张拉伸长值的计算及测量. [关键词]昆明新机场：航站楼；无黏结预应力；设计；张拉施工 [中图分类号]TU757.4 [文献标识码]A [文章编号]1002-8498(2010)12-0008-04 Design and Tensioning of Unbonded Prestress Structure in Kunming New Airport Terminal Fang Sizhong Tang Jiyu Zhao Lei Fan Bo China Construction Eighth Engineering Division Co.Led.Guangxi Branch Company Nanning Guangxi 530022 China) Abstract:Bidirectional unbonded prestress technology is used in part of beams of Kunming New Airport terminal engineering.By accurate temperature stresses calculation the reinforcement principle for unbonded prestressed beam is pointed out the same as reinforcement scheme of main beam secondary beam and floor.It is indicated that the tensioning sequence for prestressed reinforcement should be controlled mainly during construction which is tensioning floor reinforcement firstly and beam reinforcement secondly and from middle to outer with symmetric tensioning to avoid prestress loss to maximum extent.During tensioning tensioning force and elongation value are controlled to prohibit the cracks of super-long concrete structure.The calculation and measurement for tensioning elongation value are introduced in detail. Key words:Kunmin New Airport;terminal;unbonded pr...

施工技术 2010年10月 8 CONSTRUCTION TECHNOLOGY 第39卷第10期 昆明新机场航站楼多台大型塔式 起重机安装与作业技术 赵磊，唐峰，雷远隆，王少峰 (中国建筑第八工程局广西分公司，广西南宁530022) 「摘盈]昆明新机场航站楼施工中采用多台大型塔式起重机，首先介留了超大建筑面积大规模塔或起重机平面布 置方法，不同地基情况下塔武起重机基础设计及施王方法，引入塔式起重机施工程序施王方法，并验算了基础的 强度和抗倾覆稳定性，确定了官台式起重机作业时垂直立叉高度、水平交叉高度和顶升方，最后讲迷了多台塔 式起重机行业的容全施. [关键词]昆明新机场：平面布重：基础：项升方 [中图分类导]TU732[文献标识]A [文章编号]1002-8498(2010)10-0008-04 Installation and Operation Technology of Many Large-scale Tower Cranes in Kunming New Airport Terminal Zhao Lei Tang Feng Lei Yuanlong Wang Shaofeng (China Construction Eighth Engineering Dirision Co.Ltd.Guangxi Branch Company Nanning Guangxi 530022 China) Abstract:Large-scale multi-tower cranes are adopted in Kunming New Airport Terminal.First authors introduced the layout method of the large-scale cranes in very large building areas and basis design and construction methods of eranes in different conditions were put forward.Then construetion procedure and method of the tower cranes were introduced the basis strength and anti-overturning stability were tested the scheme of lift-up the height of vertically crossed and level crossed were determined.At last safety measures of the multi-tower cranes were presented. Key words:Kunming New Airport:plan layout:foundation:lift-up scheme 1工程概况 五等特点，满足框架柱钢横板的吊装要求是塔式起重 昆明新机场乾站棒南北总长度855.1M 东西总长机平面布里、选型的前条件.考虑到视场场地的限 度1134 8m 由前中心区、后中心区、中央指廊和东画制，前中心区部分区域的材科熏要二次转运，为保证框 指廊组成（见图1）.其中，前中心区地下3层，底板标 架柱钢模板的施工质量及塔式起重机工作率，拟在 高-17.2m 地上3层，标高10.2m.南北长260m 宽现场容装20台大型塔式起重机.其中，前中心安装 320m.前端东、西指廊地下2层，地上2居...

2011年5月上 施工技术 第40卷第340期 CONSTRUCTION TECHNOLOGY 11 昆明新机场航站楼复杂型柱制作及安装 郭鹏，唐陈宇，杨啸磊2，石荣金3 (1.中图建就第八工程局广西分公司，广西南宁530028：2.中建钢构有限公司，广东深6洲518040： 3 江蒸沪宁铜机股份有限公司，江苏宜兴214231) [描盈]明新机场瓶站楼T型柱为组令箱形结构，铜柱长度轻长，箱体内设重了大量的纵向加劲和横向隔 板.施工中采取分步细装法，先将中南大箱体和而侧2个丹口的小体分别装，再整体装.对下型柱采取分 吊装法，通过开设合理的工艺孔，采取合理的焊接顺序，解决了存在大量以隔板封闭空间情况下对焊技术难题. [关键词]昆明新机场：就战楼：T型柱：制造：吊梨：焊接 [中密分类暑]TU758.16 [文献识码]A [交章编]10028498(2011)09-0011-03 Prefabrication and Installation Technology of Complex T-shape Column in Kunming New Airport Terminal Guo Peng' Tang Jiyu' Yang Xiaolei Shi Rongjin (1.China Construction Eighth Engineering Dirision Co.Ltd.Guangxi Branch Company Nanning Guangxi 530028 China: 2.China Construction Steel Structure Co.Lid.Shenzhen Guangdong 518040 China; 3.Jiangsu Huning Steel Mechanism Co. Lad.Yixing Jiangsu 214231 China) Abstract:The long plex T-shape column in Kunming New Airport terminal is bination box-shape structure.Many longitudinal stiffeners and transverse separators are set up in the box-shape column. During construction step assemble method is applied namely the middle big box and open little boxes in both sides are assembled separately and then be assembled as integrate.The T-shape column is installed by segments.The problem of butt weld in closed space is solved by setting up rational technique hole and using rational welding sequence. Key words:Kunming New Airport:terminal:T-shape column:prefabrication:hoisting:welding 1工程概况 昆明新机场航站楼屋项为双曲面外形，南北方 5 6号彩带 向长约850m 东西方向宽约1120m 主楼地下1层， 地上3居.T型钢柱主要布置...

施工技术 2012年5月上 6 CONSTRUCTION TECHNOLOGY 第41卷第364期 昆明新机场航站楼基于钢彩带的 拉索玻璃幕墙施工技术 唐际宇，符永辉2，刘涛，吴柳宁，丁国荣3 (1.中国建筑第八工程局有限公司广西分公司，广南宁530028； 2.深圳市三幕墙工程有限公司，广东深圳518054； 3.云南省工程质量监督管理站，云南明650228) [摘要]民明新机场航站楼中心区南立面玻璃幕墙位于屋面支撑结构钢彩带中部，设计为双向单索幕墙，结构设计 独特，受力较为复杂.针对彩带拉索幕墙的结构变形特点，搭没适应彩带结构的脚手架，采取科学合理的安装方 案，通过特殊节点处理，防止拉索与钢材摩擦损伤.制订科学合理的预应力张拉方案，控制拉索应力，解决了这一 特殊落墙结构的施工难题. [关键词】机场；钢结构；钢彩带；拉索；玻聘杂墙；张拉 【中图分类号】TU767.6 [文献标识码]A【文章编号】1002-8498(2012)09-0006-05 Construction Technology on Cable Glass Curtain Wall on Steel Ribbon in Terminal Building of the New Kunming Airport Tang Jiyu' Fu Yonghui' Liu Tao'.Wu Liuning' Ding Guorong' (1.Guangxi Branck of China Construction Eighth Engineering Bureau Nanning.Guangzi 530028 China: 2.Shenthen Sanxin Curtain Engineering Co.Lad.Shenzhen Guangdong 518054.China: 3.Yunnan Engineering Quality Supervision Station Kunming Yunnan 650228 China) Abstraet:The glass curtain wall of south surface in center area of terminal building of the New Kunming Airport locates on the middle steel ribbon of the roof which is designed bi-direction single-cable curtain with special structure and plex load.Based on strueture deformation characteristics of the curtain reasonable scaffold is set up scientific installation scheme and special joints are used to prevent friction damage of cable and steel structure.By developing scientific and reasonable prestress tension scheme and controlling cable's stress the cable glass curtain wall is constructed successfully. Key words:airports;steel struct...

2012年5月上 施工技术 第41卷第364期 CONSTRUCTION TECHNOLOGY 昆明新机场航站楼基于钢彩带的拉索 玻璃幕墙张拉施工 唐峰，唐际宇，符永辉2，张勋胜，范波 (1 中国建筑第八工程局有限公司广西分公司，广西南宁530028： 2.深圳市三鑫幕墙工程有限公司，广东深圳518054) 【摘要]昆明新机场航站楼中心区南立面玻璃幕墙位于屋面支撑结构钢彩带中部，设计为双向单索幕墙，结构设计 独特，受力较为复杂.工程确定合理的张拉顺序，进行计算机模拟分析，严格控制预应力张拉，适时监测彩带张拉 变形，确保拉索幕墙张拉应力符合设计要求. [关键词]机场；钢结构；拉索；玻璃幕墙；张拉；变形监测 [中图分类号]TU767.7;TU757.1[文献标识码]A[文章编号]1002-8498(2012)09-0011-04 Tensioning Construction on Cable Glass Curtain Wall on Steel Ribbon in Terminal Building of the New Kunming Airport Tang Feng' Tang Jiyu' Fu Yonghui Zhang Xunsheng' Fan Bo' (1.Guangxi Branch of China Construction Eighth Engineering Bureau Nanning Guangxi 530028 China: 2.Shenzhen Sanxin Curtain Engineering Co.Lad.Shenzhen Guangdong 518054.China) Abstract:The glass curtain wall of south surface in center area of terminal building of the New Kunming. Airport locates on the middle steel ribbon of the roof which is designed bi-direction single-cable curtain with special structure and plex load.During construction reasonable tensioning sequence is determined calculation simulation analysis is done to strictly control prestress tensioning and also tensioning deformation of steel ribbon is real-time monitored which can assure tension stress of the cable to meet the design requirement. Key words:airports:steel structures;cables;glass curtain wall:tension:deformation monitoring 1工程概况 昆明新机场航站楼中心区南立面EWS-5.1幕 墙系统采用双向单索网幕墙，单索幕墙面积约 18000m2 玻璃分格均为3m×1.6m.如图1所示. 幕墙面积约12000m2 长324m 高33~53m.竖索 穿过钢彩带从屋顶拉到地面，每个玻璃分格1根竖 索，共108根.其中30mm的为68根，36mm的 为20根，d40mm的为20根.横索直径40mm 共9 图1拉索幕墙三维模型示意 层，每层在彩带处分成很多小段，横索共有121根. Fig.1 The three-dimension model of 根据设计提供的预拉力，经深化设计验算，各拉索 cable glass curtain wall 理论预拉力为30mm:120kN;36mm:200kN; 640mm:280kN. 2张拉原则 1)竖索一级张拉，横索分三级张拉 竖索的支撑结构刚度较大，且竖索从底到顶为 【收稿日期]201201-06 1根索，故竖索可以一级张拉到总预拉力的100%. 【基金项目】中国建筑工程总公司科研项目(CSCEC-2009-Z-28) 【作者简介]唐峰，中国建筑第八工程局有限公司广西分公司副总 横索分成很多小段，但是张拉设备不能同时张拉到 方案师工程师.广西壮族自治区南宁市金湖路57号文德大厦北楼5 位，为减小左、右横索张拉对彼此的影响，横索分三 楼530028，电话：13481035259，E-mail:ms7758@163.c6m 万方数据 12 施工技术 第41卷 级张拉，...

2011年8月上 施工技术 第40卷第346期 CONSTRUCTION TECHNOLOCY 9 昆明新机场航站楼双曲面金属屋面安装施工技术 赵磊，唐际宇，黄贵，唐峰 (中国建筑第八工程局广西分公司，广西南宁530028) [摘要]昆明新机场航站楼采用钢结构空间网架结构，屋面围护结构为直立锁边金属复合屋面，属于超大面积双曲 面金属屋面，造型优美，施工难度大.通过深化设计、材料高空吊运加工、屋面分层安装等进行拓展研究并实施，从 上游开始进行系列研究与应用，建筑造型及功能均达到设计要求. [关键词]昆明新机场；金属屋面；深化设计：制作安装 [中图分类号]TU761.1 [文献标识码]A [文章编号]1002-8498(2011)15-0009-04 Construction Technology of Hyperbolic Metal Roof in Terminal Building of New Kunming Airport Zhao Lei Tang Jiyu Huang Gui Tang Feng Guangxi Branch of China Construction Eighth Engineering Division Nanning Guangxi 530028 China) Abstract:The terminal building in New Kunming Airport is space steel grid structure the roof is super- large hyperbolic metal roof with standing seam posite structure which has beautiful modeling and construction difficult.A series of measures are studied and applied into the engineering such as study on deep design high-sky hoisting materials and roof installation by layers ete.which assure building modeling and function satisfy designer's requirement. Key words:New Kunming Airport;metal roof;deep design;prefabrication and installation 1工程概况 2)此形成原则中定义的曲面为屋面结构网架 昆明新机场航站楼金属屋面总施工面积约18上下弦节点所在的曲面.屋面建筑做法完成面由网 万m 为双曲面型直立锁边铝镁锰合金金属屋面系 架上弦曲面法线方向偏移800mm获得；屋面吊顶建 统，结构复杂，属于超长、超大跨度屋面系统，屋面集 筑做法完成面由网架下弦曲面垂直向地面平移 防水、装饰、支承等多种功能为一体. 750mm获得. 本工程金属屋面由于采用双曲面造型，其深化 3)屋面曲面按照放样原则分为A B C三个区 设计、屋面板的加工制作、运输安装及特殊部位的处 域：A区位于前中心区范围，截止⑤轴；B区位于中 理是本工程的施工难点和重点. 央指廊及后中心区和Y形指廊，始自轴，并与A 2深化设计 区曲面在中央指廊范围内（即轴⑤轴）相连；C 2.1屋面曲面定义 区位于前翼指廊屋面曲面，与A B区屋面曲面相分 本工程屋面设计为双曲面形，结构形式...

2011年8月上施工技术 第40卷第346期CONSTRUCTIONTECHNOLOGY 昆明新机场航站楼双曲面网架斜道高空滑移技术 马军'，唐际宇²，石荣金”，廖功华”，吴柳宁2 （1.云南省工程质量监督管理站，云南昆明650228；2.中国建筑第八工程局广西分公司，广西南宁530028； 3.江苏沪宁钢机股份有限公司，江苏宜兴214231） [摘要]双曲面网架高空斜道分块滑移安装是在楼面上铺设前高后低的滑移轨道，以适应双曲面网架高度变化的 需要。

滑移胎架采用自制桁架，为确保桁架稳定性，滑移胎架间设置水平桁架。

每个分块各分成3~4个小立体分 段在地面拼装好后再吊到东西两侧的滑移胎架上进行拼装。

滑移塔架高度保证钢网架跨越各彩带的最高点，通过 滑移顶推装置向中间整体滑移到钢网架的安装位置，再通过顶升油缸调整钢网架的高度在结构支托及临时支撑柱 上就位。

[关键词]昆明新机场；胎架；高空滑移；稳定性 [中图分类号】TU744.5[文献标识码]A[文章编号〕1002-8498（2011)15-0005-04 ConstructionTechnologyofHigh-skySlidingofInclinedRoadof HyperbolicGridinTerminalBuildingofNewKunmingAirport Ma Jun'，Tang Jiyu²，Shi Rongjin?,Liao Gonghua',Wu Liuning² （1.YunnanEngineeringQualitySupervisionStation，Kunming，Yunnan650228,Chna; 2.GuangxiBranchofChinaConstrution EighthEngineering Diision，Nanning，GuangxiS30028,China; 3.Jiangsu Huning Steel Mechanism Co.,Ltd.,Yixing,Jiangsu 214231,China) Abstract;Blocks-sliding installation of inclined road of hyperbolic grid need laying out sliding track with high in the front and low in the rear to adapt to change in height of hyperbolic grid.The horizontal connection trusses are set between self-made sliding supports to assure stability of support.Each block is divided into 3 or 4vertical segments to be assembled on the ground firstly，and then be hoisted on the sliding supports at the east and west end. The height of sliding support can assure the steel grid crossthe maximum points of each ribon belt. The integrate grid can be push to the installation location by sliding and pushing equipment, and then be adjusted the height of the grid to the support and temporary column. Key words:New Kunming Airport; support; high-sky sliding; stability 1工程概况天窗网架 昆明新机场地处高地震烈度区，机场距小江断钢管柱4号彩带 裂带只有12km，该断裂带为世界上活动级别最高的幕墙柱 断裂带之一。

基于抗震结构安全考虑，采用焊接球 网架。

同时，翘曲的双坡屋顶表现了云南当地民族 传统建筑的神韵；构成了航站楼最显著的建筑特色。

由于网架采用双曲面形式，且面积极大，网架投影长T型柱 324m，宽278.9m，未留设变形缝。

网架最大跨度达 72m，且网架位于3层屋面彩带结构之上。

采取科图1屋面网架轴测图 学合理的安装方法，对于钢结构的安装质量、施工速Fig.1 The roof grid 度及施工过程中的安全至关重要。

如图1所示。

昆明新机场航站楼屋顶为焊接球网架结构，其 [收稿日期]201...

2012年5月上 施工技术 第41卷第364期 CONSTRUCTION TECHNOLOGY 昆明新机场航站楼1~4号钢彩带安装技术 丁国荣'，唐际宇2，杨啸磊3，蔡玉龙3，戈祥林2 (1.云南省工程质量监督管理站，云南昆明650228：2.中国建筑第八工程局有限公司广西分公司， 广西南宁530028：3.中建钢构有限公司，广东深圳518040) [摘要]昆明新机场航站楼1~4号彩带安装，根据拱形空间钢结构的特点，划分合理的吊装分段，通过计算机模拟 拼装检验构件尺寸.钢结构临时支撑采用租赁的组合贝雷架，采用大型履带式起重机进行跨外吊装，吊装前通过 计算机模拟仿真技术验证结构受力和变形，使钢结构吊装全过程受控.安装划分为若干施工段，采取从中间向两 端推进的吊装顺序，确保拱结构受力及变形的均衡.钢结构临时支撑卸载采取合理的顺序和技术措施，确保卸载 安全可靠. [关键词]机场；屋架；钢结构；钢彩带；安装；卸载 [中图分类号]TU744.5;TU758.1 [文献标识码]A [文章编号]1002-8498(2012)09-0001-05 Installation Technology on No.1 to No.4 Steel Ribbons in Terminal Building of the New Kunming Airport Ding Guorong' Tang Jiyu? Yang Xiaolei' Cai Yulong' Ge Xianglin? (1.Yunnan Engineering Quality Supervision Station Kunming Yunnan 650228 China; 2.Guangxi Branch of China Construction Eighth Engineering Bureau Nanning Guangxi 530028 China: 3.China Construction Steel Structure Co.Lad.Shenzhen Guangdong 518040 China) Abstract:Based on the spatial steel arch structure's characteristics to divide the ribbons into legal hoisting segments the No.1 to No.4 steel ribbons in terminal building of the new Kunming Airport are installed successfully by simulating and checking member's dimension.The ribbons are out-span hoisted by using the rented posite bailey truss as temporary support and large crawler crane.Before hoisting structure loading and deformation are simulated by puter to control structure hoisting process.The hoisting sequence is from middle to two ends which can assure average structure loading and deforma...