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Masonry filler wall constructional column and construction method thereof
The invention relates to a masonry filler wall constructional column and a construction method thereof, and relates to the field of masonry filler wall construction. The masonry filler wall constructional column comprises filler wall bodies, a top beam and a bottom beam, wherein the filler wall bodies are vertically arranged in a spacing manner, the top beam is arranged above the filler wall bodies, and the bottom beam is arranged at the bottoms of the filler wall bodies; a plurality of embedded bars located between every two adjacent filler wall bodies are connected between the top beam and the bottom beam, the masonry filler wall constructional column also comprises stirrup frames, locking assemblies and guide rods, the guide rods are arranged in a structural frame, and the arrangement direction of the guide rods coincides with the center line of the structural frame in the vertical direction; and the two ends of each guide rod are connected with the top beam and the bottom beam respectively, the stirrup frames are assembled on the guide rod in a lifting mode and horizontally arranged in a spacing manner, and the corners of the stirrup frames are detachably assembled with the embedded steel bars through the locking assemblies respectively. The construction method has the effects of conveniently constructing the constructional column and improving the construction efficiency.
本申请涉及一种砌体填充墙构造柱及其施工方法,涉及砌体填充墙施工领域,其包括填充墙本体、顶梁和底梁,所述填充墙本体有多个且呈竖直间隔布设,所述顶梁设于所述填充墙本体上方,所述底梁设于所述填充墙本体底部,所述顶梁和所述底梁之间连接有多个位于相邻两个所述填充墙本体之间的植筋,还包括箍筋框、锁紧组件和导向杆,所述导向杆设于所述构造架内且布设方向与所述构造架竖直方向的中心线相重合,所述导向杆两端分别与所述顶梁、所述底梁相连接,多个所述箍筋框可升降式装配于所述导向杆上且水平间隔布设,所述箍筋框拐角处分别通过所述锁紧组件与所述植筋可拆式装配。本申请具有方便构筑构造柱,提高施工效率的效果。
Masonry filler wall constructional column and construction method thereof
The invention relates to a masonry filler wall constructional column and a construction method thereof, and relates to the field of masonry filler wall construction. The masonry filler wall constructional column comprises filler wall bodies, a top beam and a bottom beam, wherein the filler wall bodies are vertically arranged in a spacing manner, the top beam is arranged above the filler wall bodies, and the bottom beam is arranged at the bottoms of the filler wall bodies; a plurality of embedded bars located between every two adjacent filler wall bodies are connected between the top beam and the bottom beam, the masonry filler wall constructional column also comprises stirrup frames, locking assemblies and guide rods, the guide rods are arranged in a structural frame, and the arrangement direction of the guide rods coincides with the center line of the structural frame in the vertical direction; and the two ends of each guide rod are connected with the top beam and the bottom beam respectively, the stirrup frames are assembled on the guide rod in a lifting mode and horizontally arranged in a spacing manner, and the corners of the stirrup frames are detachably assembled with the embedded steel bars through the locking assemblies respectively. The construction method has the effects of conveniently constructing the constructional column and improving the construction efficiency.
本申请涉及一种砌体填充墙构造柱及其施工方法,涉及砌体填充墙施工领域,其包括填充墙本体、顶梁和底梁,所述填充墙本体有多个且呈竖直间隔布设,所述顶梁设于所述填充墙本体上方,所述底梁设于所述填充墙本体底部,所述顶梁和所述底梁之间连接有多个位于相邻两个所述填充墙本体之间的植筋,还包括箍筋框、锁紧组件和导向杆,所述导向杆设于所述构造架内且布设方向与所述构造架竖直方向的中心线相重合,所述导向杆两端分别与所述顶梁、所述底梁相连接,多个所述箍筋框可升降式装配于所述导向杆上且水平间隔布设,所述箍筋框拐角处分别通过所述锁紧组件与所述植筋可拆式装配。本申请具有方便构筑构造柱,提高施工效率的效果。
Masonry filler wall constructional column and construction method thereof
砌体填充墙构造柱及其施工方法
WAN XIAOXING (Autor:in) / WANG YINZHOU (Autor:in) / LIU HAO (Autor:in) / XIONG SHENGPENG (Autor:in)
29.01.2021
Patent
Elektronische Ressource
Chinesisch
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