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Design method of corrugated steel plate shear wall and corrugated steel plate shear wall
According to the design method of the corrugated steel plate shear wall, the bearing performance of the corrugated steel plate shear wall can be optimal through the method, and meanwhile the corrugated steel plate shear wall obtained through design of the method is further provided. The corrugated steel plate shear wall comprises square steel pipes located on the two sides, two oppositely-arranged corrugated steel plates are connected between the square steel pipes, the corrugated steel plates are connected through split bolts, and concrete is poured between the square steel pipes and the corrugated steel plates. In the design process, the obtained width B of the corrugated steel plate shear wall is 1230 mm, and the obtained concrete cube compressive strength standard value fcu, k is 40 MPa; the height H of the constructed corrugated steel plate shear wall is 4920 mm, the width b1 of the square steel pipe is 75 mm, the height hr of the wave rise of the corrugated steel plate is 20 mm, and the wave angle theta r of the corrugated steel plate is 45 degrees.
本发明提供了一种波纹钢板剪力墙的设计方法，通过采用该种方法能够使波纹钢板剪力墙承载性能最佳，同时还提供了采用该方法设计得到的波纹钢板剪力墙。波纹钢板剪力墙包括位于两侧的方钢管，方钢管之间连接有相对设置的两块波纹钢板，所述波纹钢板之间通过对拉螺栓进行连接，所述方钢管和所述波纹钢板之间浇筑有混凝土，在对波纹钢板剪力墙设计时，设计过程中获取的波纹钢板剪力墙的宽度B为1230mm，获取的混凝土立方体抗压强度标准值fcu,k为40MPa；建造的波纹钢板剪力墙的高度H为4920mm、方钢管宽度b1为75mm、波纹钢板的波起的高度hr为20mm、波纹钢板波折角度θr为45度。
Design method of corrugated steel plate shear wall and corrugated steel plate shear wall
According to the design method of the corrugated steel plate shear wall, the bearing performance of the corrugated steel plate shear wall can be optimal through the method, and meanwhile the corrugated steel plate shear wall obtained through design of the method is further provided. The corrugated steel plate shear wall comprises square steel pipes located on the two sides, two oppositely-arranged corrugated steel plates are connected between the square steel pipes, the corrugated steel plates are connected through split bolts, and concrete is poured between the square steel pipes and the corrugated steel plates. In the design process, the obtained width B of the corrugated steel plate shear wall is 1230 mm, and the obtained concrete cube compressive strength standard value fcu, k is 40 MPa; the height H of the constructed corrugated steel plate shear wall is 4920 mm, the width b1 of the square steel pipe is 75 mm, the height hr of the wave rise of the corrugated steel plate is 20 mm, and the wave angle theta r of the corrugated steel plate is 45 degrees.
本发明提供了一种波纹钢板剪力墙的设计方法，通过采用该种方法能够使波纹钢板剪力墙承载性能最佳，同时还提供了采用该方法设计得到的波纹钢板剪力墙。波纹钢板剪力墙包括位于两侧的方钢管，方钢管之间连接有相对设置的两块波纹钢板，所述波纹钢板之间通过对拉螺栓进行连接，所述方钢管和所述波纹钢板之间浇筑有混凝土，在对波纹钢板剪力墙设计时，设计过程中获取的波纹钢板剪力墙的宽度B为1230mm，获取的混凝土立方体抗压强度标准值fcu,k为40MPa；建造的波纹钢板剪力墙的高度H为4920mm、方钢管宽度b1为75mm、波纹钢板的波起的高度hr为20mm、波纹钢板波折角度θr为45度。
Design method of corrugated steel plate shear wall and corrugated steel plate shear wall
一种波纹钢板剪力墙的设计方法及波纹钢板剪力墙
DONG LIANDONG (author) / GAN NING (author) / ZHANG QILE (author) / YANG DENGLU (author) / BAI LIGANG (author) / ZHANG QIPENG (author) / WU JIANHUA (author) / LI FENG (author)
2024-01-02
Patent
Electronic Resource
Chinese
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