超高层核心筒斜墙液压爬模施工技术  

Construction Technology of Hydraulic Climbing Formwork of the Inclined Shear Wall for Core Tube of Super Tall Building

作　　者：万利民[1] 李和根[1] 任海波[2] 焦惟[1] 刘福生[1] 黄立勇[1] 查宝超 

机构地区：[1]中国建筑第八工程局有限公司广州分公司,广东广州510665 [2]北京市建筑工程研究院有限责任公司,北京100039

出　　处：《施工技术》2014年第23期8-11,57,共5页Construction Technology

基　　金：中建八局科技开发项目:超高层核心筒倾斜剪力墙施工技术(2013-18)

摘　　要：以广州某超高层建筑为例,详细介绍了高空超厚倾斜剪力墙的施工测量,爬模架体拆改与爬升,钢筋、模板、混凝土施工技术;同时考虑了斜墙节点部位在无水平楼板约束的情况下,上层结构继续施工时荷载对墙体稳定性影响的安全问题。完成后的墙体倾斜度满足设计要求,斜墙的钢筋混凝土质量良好。Based on some super tall building in Guangzhou,this paper introduces the construction measurement of super thick inclined shear wall at high altitude,construction technology of reinforcement,formwork and concrete. Meanwhile,this paper considers the effect of the load on wall body stability with the continual construction of superstructure in the case of no constraint of horizontal floor slab at joint parts of inclined shear wall. Engineering practice shows that the inclination of inclined shear wall meets the design requirement,and reinforced concrete quality of inclined shear wall is good.

关 键 词：高层建筑 液压爬模 斜墙 核心筒 施工技术 

分 类 号：TU755.2[建筑科学—建筑技术科学]