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长沙第二电信枢纽楼大体积混凝土施工技术
引用本文:关若飞,李光中. 长沙第二电信枢纽楼大体积混凝土施工技术[J]. 施工技术, 2001, 30(5): 3-4
作者姓名:关若飞  李光中
作者单位:湖南省第六工程公司,;湖南省第六工程公司,
摘    要:在长沙第二长途电信枢纽工程3m厚混凝土基础底板的施工过程中,通过运用设置底板滑动层、表面抗裂钢筋、混凝土内部温度钢筋、混凝土材料及配合比的选用、降低混凝土入模温度、保温、保湿、养护等一系列技术措施,保证了该工程3m厚混凝土底板一次连续浇筑平仓到顶的施工质量。

关 键 词:混凝土  大体积混凝土  裂缝控制  温差控制  施工工艺  构造设计  高层建筑
文章编号:1002-8498(2001)05-0003-02
修稿时间:2000-10-28

Mass Concrete Construction in Changsha No.2Telecommunication Pivotal Building
GUAN Ruo-fei,LI Guang-zhong. Mass Concrete Construction in Changsha No.2Telecommunication Pivotal Building[J]. Construction Technology, 2001, 30(5): 3-4
Authors:GUAN Ruo-fei  LI Guang-zhong
Abstract:In the construction of 3 0m thick concrete foundation base board of Changsha No.2 Long Distance Telecommunication Pivotal Building project, many technical methods were adopted to ensure the construction quality of once continuous pouring and completion of this 3.0m thick concrete base board. These methods include setting up base board sliding layer, surface anti crack reinforcement and concrete interior temperature reinforcement, choosing concrete materials and mixture ratio, decreasing concrete formwork entering temperature, and making thermal insulation and moisture keeping maintenance.
Keywords:concrete  mass concrete  crack control  temperature difference control  construction method  structural design  high rise building
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