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A platform for research: civil engineering, architecture and urbanism
Fabricated concrete shear wall and connection method thereof
The invention discloses a fabricated concrete shear wall. The fabricated concrete shear wall includes an upper shear wall section and a lower shear wall section, a connection end face coaming is arranged at the connection between the lower part of the upper shear wall section and the upper part of the lower shear wall section, connecting thick steel bars are arranged in the positions, close to thetwo sides, of the bottom surface of the upper shear wall section respectively, sleeves are arranged in the positions, close to the two sides, of the top surface of the lower shear wall section respectively, and the connecting thick steel bars are inserted into the sleeves. The invention further provides a connection method of the fabricated concrete shear wall. A technology of connecting the thick steel bars in an insertion mode at the two ends is adopted, the pressure grouting process can be canceled, the manufacturing process of the sleeves is simplified, the construction speed of shear wall connection is accelerated, and the construction quality can be effectively ensured.
一种装配式混凝土剪力墙，包括上剪力墙段和下剪力墙段，所述上剪力墙段的下部与下剪力墙段的上部连接处设有连接端面围板，所述上剪力墙段的底面靠近两侧处分别设有连接粗钢筋，所述下剪力墙段的顶面靠近两侧处分别设有套筒，所述连接粗钢筋插接在所述套筒内。以及提供一种装配式混凝土剪力墙的连接方法。本发明采用两端粗钢筋插入式连接技术，可取消压力注浆工艺，简化套筒的制作工艺，加快剪力墙连接的施工速度，且能有效地保证施工质量。
Fabricated concrete shear wall and connection method thereof
The invention discloses a fabricated concrete shear wall. The fabricated concrete shear wall includes an upper shear wall section and a lower shear wall section, a connection end face coaming is arranged at the connection between the lower part of the upper shear wall section and the upper part of the lower shear wall section, connecting thick steel bars are arranged in the positions, close to thetwo sides, of the bottom surface of the upper shear wall section respectively, sleeves are arranged in the positions, close to the two sides, of the top surface of the lower shear wall section respectively, and the connecting thick steel bars are inserted into the sleeves. The invention further provides a connection method of the fabricated concrete shear wall. A technology of connecting the thick steel bars in an insertion mode at the two ends is adopted, the pressure grouting process can be canceled, the manufacturing process of the sleeves is simplified, the construction speed of shear wall connection is accelerated, and the construction quality can be effectively ensured.
一种装配式混凝土剪力墙，包括上剪力墙段和下剪力墙段，所述上剪力墙段的下部与下剪力墙段的上部连接处设有连接端面围板，所述上剪力墙段的底面靠近两侧处分别设有连接粗钢筋，所述下剪力墙段的顶面靠近两侧处分别设有套筒，所述连接粗钢筋插接在所述套筒内。以及提供一种装配式混凝土剪力墙的连接方法。本发明采用两端粗钢筋插入式连接技术，可取消压力注浆工艺，简化套筒的制作工艺，加快剪力墙连接的施工速度，且能有效地保证施工质量。
Fabricated concrete shear wall and connection method thereof
一种装配式混凝土剪力墙及其连接方法
ZHU XIAODAN (author) / ZHANG XUEFENG (author) / FU LINFENG (author) / JIN CHENG (author) / YANG JUNJIE (author) / YANG YANG (author) / CHEN DONG (author) / SHAO YAOFENG (author)
2020-04-10
Patent
Electronic Resource
Chinese
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