Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Full-shear-wall anti-explosion structure and construction method
The invention discloses a full-shear-wall anti-explosion structure and a construction method. The full-shear-wall anti-explosion structure comprises a reinforcement cage and a concrete layer; the reinforcement cage is embedded in the concrete layer; the concrete layer comprises a plurality of vertical reinforcing steel bars which are symmetrically arranged in two rows; every two adjacent vertical reinforcing steel bars in the same row are connected through transverse reinforcing steel bars; a plurality of transverse reinforcing steel bars are sequentially arranged between every two adjacent vertical reinforcing steel bars from bottom to top; the vertical steel bars in one row are connected with the vertical steel bars in the other row through tension steel bars; and a plurality of tension steel bars are sequentially arranged between every two vertical steel bars in different rows from bottom to top. According to the full-shear-wall anti-explosion structure, a shear wall structure is improved, and the cracking risk of the shear wall structure is reduced.
本发明公开了一种全剪力墙防爆构筑物及构筑方法，全剪力墙防爆构筑物包括钢筋笼和混凝土层，所述钢筋笼嵌于混凝土层中；所述混凝土层包括若干竖向钢筋，若干竖向钢筋对称设置为两排，同一排中相邻两个竖向钢筋之间通过横向钢筋连接，相邻两个竖向钢筋之间由下到上依次设置有多个横向钢筋，其中一排中的竖向钢筋与另一排中的竖向钢筋之间通过拉力钢筋连接，不同排两个竖向钢筋之间由下到上依次设置有多个拉力钢筋。本发明通过对剪力墙结构进行改进，降低了其开裂的风险。
Full-shear-wall anti-explosion structure and construction method
The invention discloses a full-shear-wall anti-explosion structure and a construction method. The full-shear-wall anti-explosion structure comprises a reinforcement cage and a concrete layer; the reinforcement cage is embedded in the concrete layer; the concrete layer comprises a plurality of vertical reinforcing steel bars which are symmetrically arranged in two rows; every two adjacent vertical reinforcing steel bars in the same row are connected through transverse reinforcing steel bars; a plurality of transverse reinforcing steel bars are sequentially arranged between every two adjacent vertical reinforcing steel bars from bottom to top; the vertical steel bars in one row are connected with the vertical steel bars in the other row through tension steel bars; and a plurality of tension steel bars are sequentially arranged between every two vertical steel bars in different rows from bottom to top. According to the full-shear-wall anti-explosion structure, a shear wall structure is improved, and the cracking risk of the shear wall structure is reduced.
本发明公开了一种全剪力墙防爆构筑物及构筑方法，全剪力墙防爆构筑物包括钢筋笼和混凝土层，所述钢筋笼嵌于混凝土层中；所述混凝土层包括若干竖向钢筋，若干竖向钢筋对称设置为两排，同一排中相邻两个竖向钢筋之间通过横向钢筋连接，相邻两个竖向钢筋之间由下到上依次设置有多个横向钢筋，其中一排中的竖向钢筋与另一排中的竖向钢筋之间通过拉力钢筋连接，不同排两个竖向钢筋之间由下到上依次设置有多个拉力钢筋。本发明通过对剪力墙结构进行改进，降低了其开裂的风险。
Full-shear-wall anti-explosion structure and construction method
一种全剪力墙防爆构筑物及构筑方法
DENG XIAOBIN (Autor:in) / ZHANG YI (Autor:in) / HUANG JIANPO (Autor:in) / PENG XIAOBO (Autor:in) / ZOU LIN (Autor:in)
08.06.2021
Patent
Elektronische Ressource
Chinesisch
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