Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention discloses a steel wire mesh shear wall and a construction method thereof.The steel wire mesh shear wall comprises an upper frame beam, a lower frame beam, steel pipes, spiral stirrups, high-strength steel wire meshes and X-shaped hidden supports, the X-shaped hidden supports are arranged in the middle of the shear wall, the high-strength steel wire meshes are of a layered structure and laid in a wall body in a multi-layer mode, and the steel pipes are arranged in the range of edge components at the ends of the shear wall; spiral stirrups are welded to the outer sides of the steel pipes, and self-compacting concrete is poured into the steel pipes to form a constraint steel pipe concrete composite structure which serves as a main anti-bending component of the shear wall. The steel wire mesh shear wall is completely different from a traditional reinforced concrete shear wall in structural form, longitudinal stressed steel bars, stirrups and horizontally and vertically distributed steel bars are omitted in the wall, a section steel-concrete combined structure is mainly adopted as a key stressed part, the mechanical property of the steel wire mesh shear wall is excellent, the functional design requirement of the shear wall can be met, and the construction cost is reduced. The structure is simple, the anti-seismic performance is better, all parts can be produced and manufactured in a factory standardization mode, and the practical engineering application value is achieved.
本发明公开了一种钢丝网剪力墙及其施工方法，包括上边框梁、下边框梁、钢管、螺旋箍筋、高强钢丝网、X形暗支撑，X形暗支撑置于剪力墙中部，高强钢丝网为层状结构，多层铺设在墙身内，钢管设置在剪力墙端部边缘构件范围内，钢管外侧焊接螺旋箍筋，内部灌注自密实混凝土构成的约束钢管混凝土组合结构作为剪力墙的主要抗弯构件。本发明提出的钢丝网剪力墙在构造形式上完全区别于传统的钢筋混凝土剪力墙，墙内取消纵向受力钢筋、箍筋、水平和竖向分布钢筋，主要采用型钢‑混凝土的组合结构作为关键的受力部件，其力学性能优越，能满足剪力墙的功能设计需求，构造简单，抗震性能越，各部件均能实现工厂标准化生产制作，具有实际工程应用价值。
The invention discloses a steel wire mesh shear wall and a construction method thereof.The steel wire mesh shear wall comprises an upper frame beam, a lower frame beam, steel pipes, spiral stirrups, high-strength steel wire meshes and X-shaped hidden supports, the X-shaped hidden supports are arranged in the middle of the shear wall, the high-strength steel wire meshes are of a layered structure and laid in a wall body in a multi-layer mode, and the steel pipes are arranged in the range of edge components at the ends of the shear wall; spiral stirrups are welded to the outer sides of the steel pipes, and self-compacting concrete is poured into the steel pipes to form a constraint steel pipe concrete composite structure which serves as a main anti-bending component of the shear wall. The steel wire mesh shear wall is completely different from a traditional reinforced concrete shear wall in structural form, longitudinal stressed steel bars, stirrups and horizontally and vertically distributed steel bars are omitted in the wall, a section steel-concrete combined structure is mainly adopted as a key stressed part, the mechanical property of the steel wire mesh shear wall is excellent, the functional design requirement of the shear wall can be met, and the construction cost is reduced. The structure is simple, the anti-seismic performance is better, all parts can be produced and manufactured in a factory standardization mode, and the practical engineering application value is achieved.
本发明公开了一种钢丝网剪力墙及其施工方法，包括上边框梁、下边框梁、钢管、螺旋箍筋、高强钢丝网、X形暗支撑，X形暗支撑置于剪力墙中部，高强钢丝网为层状结构，多层铺设在墙身内，钢管设置在剪力墙端部边缘构件范围内，钢管外侧焊接螺旋箍筋，内部灌注自密实混凝土构成的约束钢管混凝土组合结构作为剪力墙的主要抗弯构件。本发明提出的钢丝网剪力墙在构造形式上完全区别于传统的钢筋混凝土剪力墙，墙内取消纵向受力钢筋、箍筋、水平和竖向分布钢筋，主要采用型钢‑混凝土的组合结构作为关键的受力部件，其力学性能优越，能满足剪力墙的功能设计需求，构造简单，抗震性能越，各部件均能实现工厂标准化生产制作，具有实际工程应用价值。
Steel wire mesh shear wall and construction method thereof
一种钢丝网剪力墙及其施工方法
09.05.2023
Patent
Elektronische Ressource
Chinesisch
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