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深圳会议展览中心大体积混凝土施工及长墙的裂缝控制
引用本文:卞国祥,孙谨,于军. 深圳会议展览中心大体积混凝土施工及长墙的裂缝控制[J]. 建筑技术, 2004, 35(4): 274-276
作者姓名:卞国祥  孙谨  于军
作者单位:江苏省建筑安装工程股份有限公司深圳分公司;江苏省建筑安装工程股份有限公司深圳分公司;江苏省建筑安装工程股份有限公司深圳分公司
摘    要:深圳会议展览中心底板大体积混凝土施工中,采用加冰混凝土以及增强自身抗拉性能等方法,有效控制了大体积混凝土各种裂缝的产生,在地下室超长墙混凝土施工中,采取减小水灰比、掺加杜拉纤维、延长拆模时间等措施,基本杜绝了外剪力墙裂缝的产生。

关 键 词:大体积混凝土  纤维  水化热  减水剂
文章编号:1000-4726(2004)04-0274-03

CONSTRUCTION OF MASS CONCRETE AND CRACK CONTROL OF LONG WALL IN SHENZHEN CONVENTION AND EXHIBITION CENTER
BIAN Guoxiang SUN Jin YU Jun. CONSTRUCTION OF MASS CONCRETE AND CRACK CONTROL OF LONG WALL IN SHENZHEN CONVENTION AND EXHIBITION CENTER[J]. Architecture Technology, 2004, 35(4): 274-276
Authors:BIAN Guoxiang SUN Jin YU Jun
Affiliation:BIAN Guoxiang SUN Jin YU Jun
Abstract:Some methods such as adding ice into concrete and enhancing tensile performance itself are adopted in the construction of bottoms-plates with mass concrete in Shenzhen Convention and Exhibition Center, which can effectively control the cracks occurring in the mass concrete. In the construction of the extra-long wall concrete in the basement, because of adopting several measures such as reducing the water-ash proportion, adding the special fiber, and prolonging the form removal time, the crack occurrence, which is caused by external shear force walls, can be avoided basically.
Keywords:mass concrete  fiber  beat of hydration  water-reducing agent  
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