A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Masonry steel structure combined type anti-seismic patterned partition wall
The invention discloses a masonry steel structure combined type anti-seismic patterned partition wall which comprises steel structure stand columns (1), aerated blocks (2), layered masonry beams (3) and anti-seismic bases. The upper ends of the steel structure stand columns (1) are fixedly connected with a structural beam plate, the lower ends of the steel structure stand columns (1) are inserted into the anti-seismic base, the anti-seismic base is installed on a concrete structure in an embedded mode, and the steel structure stand columns (1) are vertically arranged at intervals in the length direction of the patterned partition wall. The layered masonry beams (3) are horizontally lapped between two adjacent steel structure stand columns (1), and the plurality of layered masonry beams (3) are arranged at intervals along the height direction of the steel structure stand columns (1); the aerated blocks (2) are built between every two adjacent layered building beams (3), and a hollow part is reserved between every two horizontally adjacent aerated blocks (2) to form a patterned partition wall structure. The problems that in the prior art, connection stability of a masonry and a steel structure is poor, the anti-seismic effect is poor, and the masonry is prone to cracking can be solved.
本发明公开了一种砌体钢结构组合式抗震花隔墙，包括钢结构立柱(1)、加气块(2)、分层砌筑梁(3)和抗震底座；钢结构立柱(1)的上端与结构梁板固定连接，钢结构立柱(1)的下端插入在抗震底座内，抗震底座预埋安装在混凝土结构上，若干根钢结构立柱(1)沿花隔墙的长度方向竖向间隔布置；分层砌筑梁(3)水平搭接在相邻两根钢结构立柱(1)之间，若干道分层砌筑梁(3)沿钢结构立柱(1)的高度方向间隔布置；加气块(2)砌筑在相邻两道分层砌筑梁(3)之间，水平相邻的两块加气块(2)之间留有镂空部，形成花隔墙结构。本发明能够解决现有技术中砌体与钢结构的连接稳固性不佳、抗震效果较差、砌体容易产生裂缝的问题。
Masonry steel structure combined type anti-seismic patterned partition wall
The invention discloses a masonry steel structure combined type anti-seismic patterned partition wall which comprises steel structure stand columns (1), aerated blocks (2), layered masonry beams (3) and anti-seismic bases. The upper ends of the steel structure stand columns (1) are fixedly connected with a structural beam plate, the lower ends of the steel structure stand columns (1) are inserted into the anti-seismic base, the anti-seismic base is installed on a concrete structure in an embedded mode, and the steel structure stand columns (1) are vertically arranged at intervals in the length direction of the patterned partition wall. The layered masonry beams (3) are horizontally lapped between two adjacent steel structure stand columns (1), and the plurality of layered masonry beams (3) are arranged at intervals along the height direction of the steel structure stand columns (1); the aerated blocks (2) are built between every two adjacent layered building beams (3), and a hollow part is reserved between every two horizontally adjacent aerated blocks (2) to form a patterned partition wall structure. The problems that in the prior art, connection stability of a masonry and a steel structure is poor, the anti-seismic effect is poor, and the masonry is prone to cracking can be solved.
本发明公开了一种砌体钢结构组合式抗震花隔墙，包括钢结构立柱(1)、加气块(2)、分层砌筑梁(3)和抗震底座；钢结构立柱(1)的上端与结构梁板固定连接，钢结构立柱(1)的下端插入在抗震底座内，抗震底座预埋安装在混凝土结构上，若干根钢结构立柱(1)沿花隔墙的长度方向竖向间隔布置；分层砌筑梁(3)水平搭接在相邻两根钢结构立柱(1)之间，若干道分层砌筑梁(3)沿钢结构立柱(1)的高度方向间隔布置；加气块(2)砌筑在相邻两道分层砌筑梁(3)之间，水平相邻的两块加气块(2)之间留有镂空部，形成花隔墙结构。本发明能够解决现有技术中砌体与钢结构的连接稳固性不佳、抗震效果较差、砌体容易产生裂缝的问题。
Masonry steel structure combined type anti-seismic patterned partition wall
砌体钢结构组合式抗震花隔墙
DONG WANJIE (author) / CUI ZEHAI (author) / ZHU ZHINAN (author) / BAI HAI (author) / WANG LITAO (author) / XING JIANFENG (author)
2023-09-05
Patent
Electronic Resource
Chinese
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