Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated steel bar clamping groove type concrete shear wall and splicing method thereof
The fabricated steel bar clamping groove type concrete shear wall comprises a bearing column and two shear walls, and column pins are arranged on the end faces of the two adjacent sides of the bearing column; a clamping groove is formed in the position, between every two adjacent end faces, of the bearing column, positioning grooves are formed in the two adjacent end faces of the bearing column, positioning holes are formed between the positioning grooves and the side walls of the clamping grooves in a penetrating mode, an assembly plate is arranged at one end of the shear wall, a threaded sleeve is arranged in the shear wall, a positioning plate and a clamping block are arranged on the surface of the assembly plate, and a first through hole is formed in the positioning block. And second through holes are formed in the clamping blocks, so that the positioning bolts sequentially penetrate through the first through holes, the positioning holes and the two second through holes and are in threaded connection with the threaded sleeves, stable connection between the shear wall and the bearing wall is achieved, the shear resistance and the tensile property between the shear wall and the bearing column are improved, and the shear wall is prevented from deviating.
本发明涉及一种装配式钢筋卡槽式混凝土剪力墙，包括承重柱和两个剪力墙，承重柱相邻两侧端面上设有柱销钉；承重柱位于相邻两个端面之间设有卡槽，承重柱两个相邻端面设有定位槽，定位槽与卡槽的侧壁之间分别贯穿设有定位孔，剪力墙一端设有装配板，剪力墙中设有螺纹套，装配板表面设有定位板和卡块，定位块上设有第一通孔，卡块上设有第二通孔，使得定位螺栓依次贯穿第一通孔、定位孔、两个第二通孔并与螺纹套螺纹连接，实现剪力墙与承重墙之间的稳固连接，提高了剪力墙与承重柱之间的抗剪、抗拉性能，防止剪力墙发生偏移现象。
Fabricated steel bar clamping groove type concrete shear wall and splicing method thereof
The fabricated steel bar clamping groove type concrete shear wall comprises a bearing column and two shear walls, and column pins are arranged on the end faces of the two adjacent sides of the bearing column; a clamping groove is formed in the position, between every two adjacent end faces, of the bearing column, positioning grooves are formed in the two adjacent end faces of the bearing column, positioning holes are formed between the positioning grooves and the side walls of the clamping grooves in a penetrating mode, an assembly plate is arranged at one end of the shear wall, a threaded sleeve is arranged in the shear wall, a positioning plate and a clamping block are arranged on the surface of the assembly plate, and a first through hole is formed in the positioning block. And second through holes are formed in the clamping blocks, so that the positioning bolts sequentially penetrate through the first through holes, the positioning holes and the two second through holes and are in threaded connection with the threaded sleeves, stable connection between the shear wall and the bearing wall is achieved, the shear resistance and the tensile property between the shear wall and the bearing column are improved, and the shear wall is prevented from deviating.
本发明涉及一种装配式钢筋卡槽式混凝土剪力墙，包括承重柱和两个剪力墙，承重柱相邻两侧端面上设有柱销钉；承重柱位于相邻两个端面之间设有卡槽，承重柱两个相邻端面设有定位槽，定位槽与卡槽的侧壁之间分别贯穿设有定位孔，剪力墙一端设有装配板，剪力墙中设有螺纹套，装配板表面设有定位板和卡块，定位块上设有第一通孔，卡块上设有第二通孔，使得定位螺栓依次贯穿第一通孔、定位孔、两个第二通孔并与螺纹套螺纹连接，实现剪力墙与承重墙之间的稳固连接，提高了剪力墙与承重柱之间的抗剪、抗拉性能，防止剪力墙发生偏移现象。
Fabricated steel bar clamping groove type concrete shear wall and splicing method thereof
一种装配式钢筋卡槽式混凝土剪力墙及其拼接方法
WU ZHIQIANG (Autor:in) / HAN HUANHUAN (Autor:in)
28.07.2023
Patent
Elektronische Ressource
Chinesisch
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