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Masonry filler wall and main body flexible connection anti-seismic structure and construction method thereof
The invention relates to a masonry filler wall and main body flexible connection anti-seismic structure and a construction method thereof, and relates to the field of building construction.The masonry filler wall and main body flexible connection anti-seismic structure comprises a core column, a horizontal straining beam and a plurality of threaded rods anchored to a floor and a beam plate, and a steel bar of the core column is connected with a fixing rod; a fixing assembly is arranged between the fixing rod and the threaded rod. Anchoring holes are formed in the floor and the beam plate, the threaded rods are provided with external expansion assemblies used for being placed in the anchoring holes, and concrete layers are poured in the anchoring holes; the core column is provided with a supporting device used for supporting the horizontal straining beam. The method has the effect of ensuring firm fixation of the straining beam steel bar, the floor and the beam plate, the operation steps are simple, the construction efficiency is improved, meanwhile, recycling can be achieved, and the green and environment-friendly construction effect is achieved.
本申请涉及一种砌体填充墙与主体柔性连接抗震结构及其施工方法,涉及建筑施工的领域,砌体填充墙与主体柔性连接抗震结构包括芯柱、水平系梁以及多个锚固于地板以及所述梁板上的螺纹杆,所述芯柱的钢筋连接有固定杆,所述固定杆与所述螺纹杆之间设置有固定组件;地板以及梁板均设置有锚固孔,所述螺纹杆设置有用于放置于所述锚固孔内的外扩组件,所述锚固孔内浇筑有混凝土层;所述芯柱设置有用于支撑所述水平系梁的支撑装置。本申请具有确保系梁钢筋与地板以及梁板固定牢固的效果,操作步骤简单,提升施工效率,同时能够回收利用,具有绿色环保施工的效果。
Masonry filler wall and main body flexible connection anti-seismic structure and construction method thereof
The invention relates to a masonry filler wall and main body flexible connection anti-seismic structure and a construction method thereof, and relates to the field of building construction.The masonry filler wall and main body flexible connection anti-seismic structure comprises a core column, a horizontal straining beam and a plurality of threaded rods anchored to a floor and a beam plate, and a steel bar of the core column is connected with a fixing rod; a fixing assembly is arranged between the fixing rod and the threaded rod. Anchoring holes are formed in the floor and the beam plate, the threaded rods are provided with external expansion assemblies used for being placed in the anchoring holes, and concrete layers are poured in the anchoring holes; the core column is provided with a supporting device used for supporting the horizontal straining beam. The method has the effect of ensuring firm fixation of the straining beam steel bar, the floor and the beam plate, the operation steps are simple, the construction efficiency is improved, meanwhile, recycling can be achieved, and the green and environment-friendly construction effect is achieved.
本申请涉及一种砌体填充墙与主体柔性连接抗震结构及其施工方法,涉及建筑施工的领域,砌体填充墙与主体柔性连接抗震结构包括芯柱、水平系梁以及多个锚固于地板以及所述梁板上的螺纹杆,所述芯柱的钢筋连接有固定杆,所述固定杆与所述螺纹杆之间设置有固定组件;地板以及梁板均设置有锚固孔,所述螺纹杆设置有用于放置于所述锚固孔内的外扩组件,所述锚固孔内浇筑有混凝土层;所述芯柱设置有用于支撑所述水平系梁的支撑装置。本申请具有确保系梁钢筋与地板以及梁板固定牢固的效果,操作步骤简单,提升施工效率,同时能够回收利用,具有绿色环保施工的效果。
Masonry filler wall and main body flexible connection anti-seismic structure and construction method thereof
砌体填充墙与主体柔性连接抗震结构及其施工方法
WANG PENG (author) / JING ZELU (author) / CHENG HONGYING (author) / CHENG ZHIJUN (author)
2022-03-18
Patent
Electronic Resource
Chinese
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