A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Superposed shear wall and joint bar method thereof
The invention relates to the technical field of architectural engineering, in particular to a superposed shear wall and a joint bar method thereof. According to the technical scheme adopted by the invention, the superposed shear wall comprises two vane boards and a plurality of joint bars, wherein the vane boards are fixedly provided with connectors; ends of the connectors are connected to the vane boards; the other ends of the connectors are positioned in a cast-in-place space enclosed by the two vane boards; ends, in the cast-in-place space, of the connectors are provided with through holes;the through holes are used for inserting the joint bars; the joint bars are provided with limiting parts; and the limiting parts are used for preventing the joint bars from dropping from the connectors. While the joint bars are mounted, the lower ends of the joint bars only need to pass through the through holes, so that positioning of the joint bars can be realized, mounting is simple, and construction speed is high; the position of a positioning part is regulated, so that positioning is precise, the position is stable, reinforcing steel bars do not need to hold manually, labor intensity canbe reduced, efficiency can be improved, and labor cost can be reduced.
本发明涉及建筑工程技术领域，具体涉及一种叠合剪力墙及其插筋方法；所采用的技术方案是：一种叠合剪力墙，包括两块叶板和若干插筋，所述叶板固定有连接件，所述连接件一端与叶板相连，所述连接件另一端位于两叶板所围成的现浇空间内，所述连接件位于现浇空间内的一端设有通孔，所述通孔用于插设插筋，所述插筋设有限位件，所述限位件用于防止插筋从连接件上掉落。本发明在安装插筋时，只需将插筋下端穿过通孔，便可实现插筋的定位，安装简单，施工速度快；通过调节定位件的位置，定位精准，位置稳定，不需要人工手扶钢筋，能够降低劳动强度、提高效率和节约人工成本。
Superposed shear wall and joint bar method thereof
The invention relates to the technical field of architectural engineering, in particular to a superposed shear wall and a joint bar method thereof. According to the technical scheme adopted by the invention, the superposed shear wall comprises two vane boards and a plurality of joint bars, wherein the vane boards are fixedly provided with connectors; ends of the connectors are connected to the vane boards; the other ends of the connectors are positioned in a cast-in-place space enclosed by the two vane boards; ends, in the cast-in-place space, of the connectors are provided with through holes;the through holes are used for inserting the joint bars; the joint bars are provided with limiting parts; and the limiting parts are used for preventing the joint bars from dropping from the connectors. While the joint bars are mounted, the lower ends of the joint bars only need to pass through the through holes, so that positioning of the joint bars can be realized, mounting is simple, and construction speed is high; the position of a positioning part is regulated, so that positioning is precise, the position is stable, reinforcing steel bars do not need to hold manually, labor intensity canbe reduced, efficiency can be improved, and labor cost can be reduced.
本发明涉及建筑工程技术领域，具体涉及一种叠合剪力墙及其插筋方法；所采用的技术方案是：一种叠合剪力墙，包括两块叶板和若干插筋，所述叶板固定有连接件，所述连接件一端与叶板相连，所述连接件另一端位于两叶板所围成的现浇空间内，所述连接件位于现浇空间内的一端设有通孔，所述通孔用于插设插筋，所述插筋设有限位件，所述限位件用于防止插筋从连接件上掉落。本发明在安装插筋时，只需将插筋下端穿过通孔，便可实现插筋的定位，安装简单，施工速度快；通过调节定位件的位置，定位精准，位置稳定，不需要人工手扶钢筋，能够降低劳动强度、提高效率和节约人工成本。
Superposed shear wall and joint bar method thereof
一种叠合剪力墙及其插筋方法
TANG LINA (author) / ZHOU LIAN (author) / ZHANG YIPING (author)
2020-06-09
Patent
Electronic Resource
Chinese
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