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大跨度预应力拱板屋架施工质量控制措施
引用本文:陆建中.大跨度预应力拱板屋架施工质量控制措施[J].建筑技术,2003,34(5):367-368,.
作者姓名:陆建中
作者单位:通州市建筑安装工程总公司
摘    要:某国家粮库预应力屋盖体系为预应力拱板结构,构件体积大、板壁薄、自重大。为保证施工质量,预制时在两榀屋架预制场地中间留设伸缩缝。上下弦连接板预制成半成品,在屋架整体成型时与上下弦混凝土浇筑连接。分两组由拱板下弦跨中同时向拱板支座浇筑混凝土,然后从拱板支座连续沿拱板上弦向中间合龙,使浇筑荷载相对均衡。

关 键 词:拱板屋架  预应力先张法  吊装
文章编号:1000-4726(2003)05-0367-02

QUALITY CONTROL MEASURE OF ROOF TRUSS OF LARGE SPAN PRESTRESSED ARCH SLAB
LU Jianzhong.QUALITY CONTROL MEASURE OF ROOF TRUSS OF LARGE SPAN PRESTRESSED ARCH SLAB[J].Architecture Technology,2003,34(5):367-368,.
Authors:LU Jianzhong
Affiliation:LU Jianzhong
Abstract:Prestress ed arch slab structure is adopted in roof system of a national granary barn of which the elements are of large volume,thin slab and heavy weight.To secure quality,ex pansion joint was remained be-tween two neighbored trusses.Joint slabs at b oth top and bottom chord were pre-cast and then cast-in-situ when the whole r oof truss system were formed.Concrete was poured in separately from mid-span o f arch slab to the supports and then from the supports to the top chord of the a rch chord so as to balance the pouring load.
Keywords:roof truss of arch slab  prestress through pretension  hoisting  
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