A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Shear wall and construction method thereof
The invention discloses a shear wall, and relates to the technical field of shear wall construction, the shear wall comprises two shear wall pouring formworks, transverse positioning steel bars, drag hooks, jacking steel pipes and through-wall bolts, and the two shear wall pouring formworks are located on the two sides of the shear wall correspondingly; the two shear wall pouring formworks are fixedly connected through a plurality of through-wall bolts distributed in a rectangular array mode, the jacking steel pipes are located on the outer side walls of the shear wall pouring formworks, and the through-wall bolts are connected with the jacking steel pipes in a penetrating mode. The invention further discloses a shear wall and a construction method thereof, the construction method comprises the steps of manufacturing of the longitudinal positioning steel bars, binding, positioning and welding, installation of the sleeving type top keys, closing and fixing of the shear wall pouring formwork and pouring and formwork removal, the size of the whole steel bar framework is better controlled, and the thickness of a steel bar protection layer is ensured. The rigidity of the whole steel reinforcement framework can be improved, follow-up formwork construction is facilitated, the strength of the poured concrete shear wall is improved, and the problem of steel reinforcement deviation is well solved.
本发明公开了一种剪力墙，涉及到剪力墙施工技术领域，包括剪力墙浇筑模板、横向定位钢筋、拉钩、顶紧钢管和穿墙螺栓，剪力墙浇筑模板设置有两个，两个剪力墙浇筑模板分别位于剪力墙的两侧，两个剪力墙浇筑模板之间通过多个呈矩形阵列分布的穿墙螺栓固定连接，顶紧钢管位于剪力墙浇筑模板的外侧壁，穿墙螺栓与顶紧钢管贯穿连接。本发明还公开了一种剪力墙及其施工方法，包括制作纵向定位钢筋、绑扎、定位及焊接、安装套接式顶键、封闭及固定剪力墙浇筑模板和浇筑及拆模，更好的控制整个钢筋骨架尺寸，确保钢筋保护层厚度。本发明能够提高整个钢筋骨架的刚度，便于后续模板的施工，以及提高浇筑混凝土剪力墙强度，并且较好的避免了钢筋偏位问题。
Shear wall and construction method thereof
The invention discloses a shear wall, and relates to the technical field of shear wall construction, the shear wall comprises two shear wall pouring formworks, transverse positioning steel bars, drag hooks, jacking steel pipes and through-wall bolts, and the two shear wall pouring formworks are located on the two sides of the shear wall correspondingly; the two shear wall pouring formworks are fixedly connected through a plurality of through-wall bolts distributed in a rectangular array mode, the jacking steel pipes are located on the outer side walls of the shear wall pouring formworks, and the through-wall bolts are connected with the jacking steel pipes in a penetrating mode. The invention further discloses a shear wall and a construction method thereof, the construction method comprises the steps of manufacturing of the longitudinal positioning steel bars, binding, positioning and welding, installation of the sleeving type top keys, closing and fixing of the shear wall pouring formwork and pouring and formwork removal, the size of the whole steel bar framework is better controlled, and the thickness of a steel bar protection layer is ensured. The rigidity of the whole steel reinforcement framework can be improved, follow-up formwork construction is facilitated, the strength of the poured concrete shear wall is improved, and the problem of steel reinforcement deviation is well solved.
本发明公开了一种剪力墙，涉及到剪力墙施工技术领域，包括剪力墙浇筑模板、横向定位钢筋、拉钩、顶紧钢管和穿墙螺栓，剪力墙浇筑模板设置有两个，两个剪力墙浇筑模板分别位于剪力墙的两侧，两个剪力墙浇筑模板之间通过多个呈矩形阵列分布的穿墙螺栓固定连接，顶紧钢管位于剪力墙浇筑模板的外侧壁，穿墙螺栓与顶紧钢管贯穿连接。本发明还公开了一种剪力墙及其施工方法，包括制作纵向定位钢筋、绑扎、定位及焊接、安装套接式顶键、封闭及固定剪力墙浇筑模板和浇筑及拆模，更好的控制整个钢筋骨架尺寸，确保钢筋保护层厚度。本发明能够提高整个钢筋骨架的刚度，便于后续模板的施工，以及提高浇筑混凝土剪力墙强度，并且较好的避免了钢筋偏位问题。
Shear wall and construction method thereof
一种剪力墙及其施工方法
LI HONGMIAO (author) / ZHOU JILIN (author) / FAN YINZHONG (author) / YANG XIAORONG (author) / LIANG WU (author) / LI JIANCHAO (author) / LI WENHUI (author) / WU HUI (author) / LUO PENGZHUO (author) / WEN TAO (author)
2022-03-22
Patent
Electronic Resource
Chinese
Shear wall construction method, building construction method, shear wall and building
| European Patent Office | 2020