Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of large-span prestressed concrete double-T plate mounting structure
The invention discloses a construction method of a large-span prestressed concrete double-T plate mounting structure. The installation structure comprises a frame beam, a parapet wall arranged on one side of the top of the frame beam, a double-T plate connected to the inner side of the parapet wall and connected with the top of the frame beam, a plate top embedded plate arranged on the top face of the end of the double-T plate, and a plate bottom embedded part assembly arranged on the bottom face of the end of the double-T plate. The beam top embedded plate is arranged corresponding to the plate bottom embedded part assembly at the bottom and located at the top of the frame beam, and the embedded steel bars are arranged in the parapet wall and correspondingly connected with the plate top embedded plate. Through the arrangement of the plate bottom embedded part assembly, the plate penetrating cylinder is connected to the interior of the rib plate instead of the surface of the rib plate, so that the connection strength of the bottom plate connecting plate is enhanced; by arranging the embedded steel bars, the top of the double-T plate can be fixed easily; through the arrangement of the inter-plate connecting plates and the arrangement of the adjacent end plate top pre-embedded plates, effective connection of the double-T plates at the splicing position is guaranteed, and connection of the adjacent positions is blocked and reinforced through the inter-plate filling layers.
本发明公开了一种大跨度预应力混凝土双T板安装结构的施工方法，其中安装结构包含框架梁、设置于框架梁顶部一侧的女儿墙、连接于女儿墙内侧且与框架梁顶部连接的双T板、分别设置于双T板端部顶面和底面的板顶预埋板和板底埋件组件、对应底部的板底埋件组件设置的位于框架梁顶部的梁顶埋板以及设置于女儿墙内部且对应连接板顶预埋板的预埋钢筋。本发明通过板底埋件组件的设置，将板穿筒连接于肋板内部而不是表面，从而加强了底部板连板的连接强；通过预埋钢筋的设置，利于固定双T板的顶部；通过板间连板的设置联合相邻端板顶预埋板的设置，利于在拼接处保证双T板的有效连接，且通过板间填层封堵和加强相邻处的连接。
Construction method of large-span prestressed concrete double-T plate mounting structure
The invention discloses a construction method of a large-span prestressed concrete double-T plate mounting structure. The installation structure comprises a frame beam, a parapet wall arranged on one side of the top of the frame beam, a double-T plate connected to the inner side of the parapet wall and connected with the top of the frame beam, a plate top embedded plate arranged on the top face of the end of the double-T plate, and a plate bottom embedded part assembly arranged on the bottom face of the end of the double-T plate. The beam top embedded plate is arranged corresponding to the plate bottom embedded part assembly at the bottom and located at the top of the frame beam, and the embedded steel bars are arranged in the parapet wall and correspondingly connected with the plate top embedded plate. Through the arrangement of the plate bottom embedded part assembly, the plate penetrating cylinder is connected to the interior of the rib plate instead of the surface of the rib plate, so that the connection strength of the bottom plate connecting plate is enhanced; by arranging the embedded steel bars, the top of the double-T plate can be fixed easily; through the arrangement of the inter-plate connecting plates and the arrangement of the adjacent end plate top pre-embedded plates, effective connection of the double-T plates at the splicing position is guaranteed, and connection of the adjacent positions is blocked and reinforced through the inter-plate filling layers.
本发明公开了一种大跨度预应力混凝土双T板安装结构的施工方法，其中安装结构包含框架梁、设置于框架梁顶部一侧的女儿墙、连接于女儿墙内侧且与框架梁顶部连接的双T板、分别设置于双T板端部顶面和底面的板顶预埋板和板底埋件组件、对应底部的板底埋件组件设置的位于框架梁顶部的梁顶埋板以及设置于女儿墙内部且对应连接板顶预埋板的预埋钢筋。本发明通过板底埋件组件的设置，将板穿筒连接于肋板内部而不是表面，从而加强了底部板连板的连接强；通过预埋钢筋的设置，利于固定双T板的顶部；通过板间连板的设置联合相邻端板顶预埋板的设置，利于在拼接处保证双T板的有效连接，且通过板间填层封堵和加强相邻处的连接。
Construction method of large-span prestressed concrete double-T plate mounting structure
一种大跨度预应力混凝土双T板安装结构的施工方法
WANG JINGYUAN (Autor:in) / TONG MENG (Autor:in) / LUAN WENJUN (Autor:in) / ZHAO GUODONG (Autor:in) / SI JINLONG (Autor:in) / HOU LIWEI (Autor:in) / GUO XIAOHONG (Autor:in) / GAO YU (Autor:in) / YAO YABIN (Autor:in) / WANG YUJIE (Autor:in)
26.11.2024
Patent
Elektronische Ressource
Chinesisch
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