Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Anti-seismic masonry structure and construction method thereof
The invention provides an anti-seismic masonry structure. The anti-seismic masonry structure comprises a first concrete column, a second concrete column, a wall body, a first rectangular steel pipe, a second rectangular steel pipe, a third rectangular steel pipe and a fourth rectangular steel pipe, the first concrete column and the second concrete column are arranged in parallel; a transverse upper rectangular steel beam is arranged between the upper parts of the first concrete column and the second concrete column; a transverse lower rectangular steel beam is arranged between the lower parts of the first concrete column and the second concrete column; a vertical first rectangular steel pipe, a vertical second rectangular steel pipe, a vertical third rectangular steel pipe and a vertical fourth rectangular steel pipe are sequentially arranged between the upper rectangular steel beam and the wall body and between the lower rectangular steel beam and the wall body; the upper end of the wall body is fixedly connected with upper L-shaped angle steel; the lower end of the wall body is fixedly connected with lower L-shaped angle steel; the first rectangular steel pipe is connected with the upper L-shaped angle steel and the upper rectangular steel beam through the first rectangular steel pipe upper connecting structure; the anti-seismic capacity and the bearing capacity are high; and a novel construction mode is provided for the anti-seismic masonry structure.
本发明提供一种抗震砌体结构，包括第一混凝土柱、第二混凝土柱、墙体、第一矩形钢管、第二矩形钢管、第三矩形钢管和第四矩形钢管；第一混凝土柱和第二混凝土柱并列设置；第一混凝土柱和第二混凝土柱上部之间设置有横向的上矩形钢梁；第一混凝土柱和第二混凝土柱下部之间设置有横向的下矩形钢梁；上矩形钢梁和下矩形钢梁与墙体之间依次设置有竖向的第一矩形钢管、第二矩形钢管、第三矩形钢管和第四矩形钢管；墙体上端固定连接有上部L型角钢；所述墙体下端固定连接有下部L型角钢；所述第一矩形钢管通过第一矩形钢管上部连接结构与上部L型角钢和上矩形钢梁连接；抗震能力强，承载力大；为抗震砌体结构提供一种新型的建造方式。
Anti-seismic masonry structure and construction method thereof
The invention provides an anti-seismic masonry structure. The anti-seismic masonry structure comprises a first concrete column, a second concrete column, a wall body, a first rectangular steel pipe, a second rectangular steel pipe, a third rectangular steel pipe and a fourth rectangular steel pipe, the first concrete column and the second concrete column are arranged in parallel; a transverse upper rectangular steel beam is arranged between the upper parts of the first concrete column and the second concrete column; a transverse lower rectangular steel beam is arranged between the lower parts of the first concrete column and the second concrete column; a vertical first rectangular steel pipe, a vertical second rectangular steel pipe, a vertical third rectangular steel pipe and a vertical fourth rectangular steel pipe are sequentially arranged between the upper rectangular steel beam and the wall body and between the lower rectangular steel beam and the wall body; the upper end of the wall body is fixedly connected with upper L-shaped angle steel; the lower end of the wall body is fixedly connected with lower L-shaped angle steel; the first rectangular steel pipe is connected with the upper L-shaped angle steel and the upper rectangular steel beam through the first rectangular steel pipe upper connecting structure; the anti-seismic capacity and the bearing capacity are high; and a novel construction mode is provided for the anti-seismic masonry structure.
本发明提供一种抗震砌体结构，包括第一混凝土柱、第二混凝土柱、墙体、第一矩形钢管、第二矩形钢管、第三矩形钢管和第四矩形钢管；第一混凝土柱和第二混凝土柱并列设置；第一混凝土柱和第二混凝土柱上部之间设置有横向的上矩形钢梁；第一混凝土柱和第二混凝土柱下部之间设置有横向的下矩形钢梁；上矩形钢梁和下矩形钢梁与墙体之间依次设置有竖向的第一矩形钢管、第二矩形钢管、第三矩形钢管和第四矩形钢管；墙体上端固定连接有上部L型角钢；所述墙体下端固定连接有下部L型角钢；所述第一矩形钢管通过第一矩形钢管上部连接结构与上部L型角钢和上矩形钢梁连接；抗震能力强，承载力大；为抗震砌体结构提供一种新型的建造方式。
Anti-seismic masonry structure and construction method thereof
一种抗震砌体结构及其施工方法
LI YIHUA (Autor:in) / SONG BOWEN (Autor:in) / WANG WEIWEI (Autor:in) / YIN ZHENGWEN (Autor:in) / FU SHENG (Autor:in) / YU XIUZHI (Autor:in) / TANG QINGCHAO (Autor:in) / ZHANG LONGSHUN (Autor:in) / YU BO (Autor:in) / FANG YONGXIANG (Autor:in)
09.08.2024
Patent
Elektronische Ressource
Chinesisch
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