Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated building beam-slab connecting structure and connecting method
The invention provides a fabricated building beam-slab connecting structure and a connecting method, and relates to the technical field of building beam-slabs. The problems that shear failure is prone to occurring due to the fact that beam-slab connecting joints of a traditional fabricated building are poor in integrity, the mounting height of a prefabricated slab is not easy to adjust, the scaffold erecting workload is large, and the vertical anti-seismic capacity is insufficient are solved. The fabricated building beam-slab connecting structure comprises a superposed beam A; the superposed beam A is of an inverted T-shaped beam structure; the superposed beam A comprises horizontal reinforcing bars A which are additionally arranged in the superposed beam A; and through a self-locking plate A and a self-locking plate B and the adjustment of the sizes of the concave-convex parts of the self-locking plate A and the self-locking plate B, the fabricated building beam-slab connecting structure can be suitable for superposed beams with stirrup intervals of different sizes, and the fabricated building beam-slab connecting structure can be suitable for connection of fabricated beam-slab structures of different size parameters.
本发明提供装配式建筑梁板连接结构及连接方法，涉及建筑梁板技术领域，解决了传统装配式建筑在梁板连接节点出现的整体性差，预制板安装高度调整不易，脚手架搭设工作量大，竖向抗震能力不足，容易出现剪切破坏等显著缺陷的问题。装配式建筑梁板连接结构及连接方法，包括：叠合梁A；所述叠合梁A设置为倒“T”形梁结构；叠合梁A包括有：胡子筋A，胡子筋A加设设置于叠合梁A内部；通过自锁板A和自锁板B的设置，通过对自锁板A和自锁板B凹凸部位尺寸的调整，使不同尺寸箍筋间距的叠合梁均可适用，该连接构造可适用不同尺寸参数的装配式梁板构造连接。
Fabricated building beam-slab connecting structure and connecting method
The invention provides a fabricated building beam-slab connecting structure and a connecting method, and relates to the technical field of building beam-slabs. The problems that shear failure is prone to occurring due to the fact that beam-slab connecting joints of a traditional fabricated building are poor in integrity, the mounting height of a prefabricated slab is not easy to adjust, the scaffold erecting workload is large, and the vertical anti-seismic capacity is insufficient are solved. The fabricated building beam-slab connecting structure comprises a superposed beam A; the superposed beam A is of an inverted T-shaped beam structure; the superposed beam A comprises horizontal reinforcing bars A which are additionally arranged in the superposed beam A; and through a self-locking plate A and a self-locking plate B and the adjustment of the sizes of the concave-convex parts of the self-locking plate A and the self-locking plate B, the fabricated building beam-slab connecting structure can be suitable for superposed beams with stirrup intervals of different sizes, and the fabricated building beam-slab connecting structure can be suitable for connection of fabricated beam-slab structures of different size parameters.
本发明提供装配式建筑梁板连接结构及连接方法，涉及建筑梁板技术领域，解决了传统装配式建筑在梁板连接节点出现的整体性差，预制板安装高度调整不易，脚手架搭设工作量大，竖向抗震能力不足，容易出现剪切破坏等显著缺陷的问题。装配式建筑梁板连接结构及连接方法，包括：叠合梁A；所述叠合梁A设置为倒“T”形梁结构；叠合梁A包括有：胡子筋A，胡子筋A加设设置于叠合梁A内部；通过自锁板A和自锁板B的设置，通过对自锁板A和自锁板B凹凸部位尺寸的调整，使不同尺寸箍筋间距的叠合梁均可适用，该连接构造可适用不同尺寸参数的装配式梁板构造连接。
Fabricated building beam-slab connecting structure and connecting method
装配式建筑梁板连接结构及连接方法
XIAO FUXIN (Autor:in) / AN JIAN (Autor:in) / YANG LEI (Autor:in) / LYU MING (Autor:in) / HU SEN (Autor:in) / YANG FAN (Autor:in) / YE JIANHUA (Autor:in) / LUO CHAOHU (Autor:in) / XU GUANGMING (Autor:in) / SUN LING (Autor:in)
12.11.2021
Patent
Elektronische Ressource
Chinesisch
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