A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Prefabricated wallboard and cast-in-place beam connecting joint structure and connecting method
The invention relates to a prefabricated wallboard and cast-in-place beam connecting joint structure and a connecting method. The connecting joint structure comprises a prefabricated wallboard, a cast-in-place beam and a connecting rib, wherein the prefabricated wallboard comprises a wall body, a stirrup and an embedded pipe, the embedded pipe is arranged in the wall body, one part of the stirrup is arranged in the wall body, and the other part of the stirrup extends out of the wall body and is exposed out of a notch of the wall body. The cast-in-place beam comprises a beam body and a horizontal waist rib, wherein the horizontal waist rib is connected with the stirrup, one end of the beam body is located at the notch, and the beam body wraps the horizontal waist rib, a stress longitudinal rib and the stirrup. One part of the connecting rib is inserted into the embedded pipe, and the other part of the connecting rib penetrates through the beam body so as to be used for being inserted into an upper-layer wallboard. According to the connecting joint structure, the connecting requirement of the beam and the wall can be met when the wall thickness of a low-multilayer structure system is small, and the connected structure meets the structural stress requirement; and compared with a mode of combining a prefabricated beam and a post-cast section under some special conditions (such as the beam length is smaller than 3 meters), the cast-in-place beam manufacturing mode is more convenient and more economical.
本申请涉及一种预制墙板与现浇梁连接节点结构及连接方法。该连接节点结构包括预制墙板、现浇梁和连接筋，预制墙板包括墙体、箍筋和预埋管，预埋管设置于墙体内箍筋的一部分设置于墙体内，箍筋的另外一部分伸出墙体并暴露于墙体的缺口。现浇梁包括梁体和水平腰筋，水平腰筋与箍筋连接，梁体的一端位于缺口，梁体包裹水平腰筋、受力纵筋和箍筋。连接筋的一部分插入预埋管内，另外一部分穿过梁体，以用于插入上层墙板。本申请可以在低多层结构体系的墙厚较小时满足梁与墙的连接需求，并且可以保障连接后的结构满足结构受力要求，现浇制梁的方式比一些特殊情况(如梁长小于3米)下的将预制梁与后浇段结合的方式更方便、更经济。
Prefabricated wallboard and cast-in-place beam connecting joint structure and connecting method
The invention relates to a prefabricated wallboard and cast-in-place beam connecting joint structure and a connecting method. The connecting joint structure comprises a prefabricated wallboard, a cast-in-place beam and a connecting rib, wherein the prefabricated wallboard comprises a wall body, a stirrup and an embedded pipe, the embedded pipe is arranged in the wall body, one part of the stirrup is arranged in the wall body, and the other part of the stirrup extends out of the wall body and is exposed out of a notch of the wall body. The cast-in-place beam comprises a beam body and a horizontal waist rib, wherein the horizontal waist rib is connected with the stirrup, one end of the beam body is located at the notch, and the beam body wraps the horizontal waist rib, a stress longitudinal rib and the stirrup. One part of the connecting rib is inserted into the embedded pipe, and the other part of the connecting rib penetrates through the beam body so as to be used for being inserted into an upper-layer wallboard. According to the connecting joint structure, the connecting requirement of the beam and the wall can be met when the wall thickness of a low-multilayer structure system is small, and the connected structure meets the structural stress requirement; and compared with a mode of combining a prefabricated beam and a post-cast section under some special conditions (such as the beam length is smaller than 3 meters), the cast-in-place beam manufacturing mode is more convenient and more economical.
本申请涉及一种预制墙板与现浇梁连接节点结构及连接方法。该连接节点结构包括预制墙板、现浇梁和连接筋，预制墙板包括墙体、箍筋和预埋管，预埋管设置于墙体内箍筋的一部分设置于墙体内，箍筋的另外一部分伸出墙体并暴露于墙体的缺口。现浇梁包括梁体和水平腰筋，水平腰筋与箍筋连接，梁体的一端位于缺口，梁体包裹水平腰筋、受力纵筋和箍筋。连接筋的一部分插入预埋管内，另外一部分穿过梁体，以用于插入上层墙板。本申请可以在低多层结构体系的墙厚较小时满足梁与墙的连接需求，并且可以保障连接后的结构满足结构受力要求，现浇制梁的方式比一些特殊情况(如梁长小于3米)下的将预制梁与后浇段结合的方式更方便、更经济。
Prefabricated wallboard and cast-in-place beam connecting joint structure and connecting method
一种预制墙板与现浇梁连接节点结构及连接方法
HUANG GUANGYU (author) / PAN QUNZHEN (author) / SHI YULIANG (author) / HU HUI (author)
2021-12-10
Patent
Electronic Resource
Chinese
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