2015年1月下
第44卷
第2期
D01;10.7672/sgjs2015020001
施工技术
CONSTRUCTION TECHNOLOGY
天津高银117大厦钢板剪力墙模板加固创新
技术研究与应用
田军12,艾心荧2
（1.武汉大学土木建筑工程学院，湖北武汉430072；
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】混土流动性引起的胀模或爆模间题一直困扰着广大工程建设者，面超高层建筑钢板-混凝土组合剪力增施工多采用自密实混凝土，其流动性和浇筑高度较常规建筑中的混凝土均更大，因而该间题愈发突出严峻。依托天津高银117大厦钢板-混凝土组合剪力增模板工程实际，从加固装置构成、技术原理、技术特点、经济效益及应用前景5个方面，系统介绍了2种适用于超高层钢板-混凝土组合剪力培模板工程的模板加固创新技术：散拼模板加
固技术—
一利用栓钉无焊接加固、定型大模板加固技术
一接驳器+穿“衣服"的高强螺杆，实际应用效果良好。
【关键词】高层建筑；铜板-混凝土组合剪力墙；模板；加固；施工技术
[文章编号】1002-8498（2015)02-0001-04
【中图分类号】TU755.2
【文献标识码］A
Research and Application of InnovativeTechnology of Formwork
Reinforcementof SteelPlateShearWallinTianjinGaoyin117Building
Tian Jun'.2,Ai Xinying?
(1. School of Cisil and Architectural Engineering,Wuhan Uniersity, Wuhan, Hubei430072, China; 2. General Construction Company of CCTEB Group Co., Lid., Wuhan, ubei 430064, China)
Abstract; The problem of formwork expanding has always troubled the constructors. Moreover the fluidity and height of self-compacting concrete which is always used in steel plate concrete composite shear wall of super high-rise building is greater than that of the concrete of normal buildings, which makes the problem more seriously. Based on the formwork engineering of steel plate concrete composite shear wall of Tianjin Gaoyin 117 Building, two kinds of innovative technology of formwork reinforcement (reinforcement technology of splicing formwork—reinforcing by stud without welding, reinforcement technology of typical large formwork—connector and high-strength screw with " clothes"） which are applied in steel plate concrete composite shear wall of super high-rise building are systematically introduced from the aspect of the structure of reinforcement device, technical principle, technical features, economic benefit, application prospect. The application effect of the two kinds of innovative technology is good.
shearwali;
formwork:
steel
Keywords:tallbuildings; reinforcement;construction
0
引言
plate
浇筑混凝土时，预拌混凝土由于具有流动特性而对阻止其流动的模板产生侧压力。由力学原理可知：该侧压力随混凝土流动性及浇筑高度的增加
工关键技术研究"（2011BAJ09B04）
军，总经济师，高级经济师，E-mail：380827210@
[作者简介］田 ag-
【收稿日期】2014-11-12 万方数据
concrete
composite
而增大。若模板支撑体系刚度不足，则可能引起模板变形基至移动.造成施工中常见的胀模或爆模间题。而对于广泛应用于超高层建筑核心筒的钢板混凝土组合剪力墙结构，由于其墙体高度较一般结构高、模板尺寸大、多采用自密实混凝土造成其流动性较大，因而混凝土浇筑施工时胀模或爆模问题更为突出。
针对上述间题，目前施工行业普遮的做法是采用对拉螺杆对模板进行加固，常见的方法包括在钢