Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated energy dissipation shear wall and construction method thereof
The invention provides a fabricated energy dissipation shear wall and a construction method thereof, and belongs to the technical field of shear walls. The shear wall comprises a shear wall unit, the unit comprises an inner wallboard and an outer wallboard, a steel plate assembly is arranged between the inner wallboard and the outer wallboard and comprises first I-shaped steel and second I-shaped steel, one end of the first I-shaped steel is embedded and fixedly arranged in the inner wallboard, and the other end of the first I-shaped steel is fixedly connected with an inserting column to form a first component; one end of the second I-shaped steel is embedded and fixedly arranged in the external wall panel, and the other end is provided with a guide hole to form a second component; the first component and the second component are spliced and then connected into a whole through a locking piece to form a shear wall unit; the transverse ribs are transversely arranged in a penetrating mode, and the interlocking pieces are used for connecting the upper-layer shear wall and the lower-layer shear wall. And concrete is poured into inner cavities of the shear wall units, and the fabricated energy dissipation shear wall is formed. The shear wall is easy to produce, convenient and fast to construct, reliable in overall strength and reasonable in structural stress, the ductility and energy dissipation performance of the shear wall are improved, and the anti-seismic performance is more excellent.
本发明提出了装配式耗能剪力墙及其施工方法，属于剪力墙技术领域。其包括剪力墙单元，该单元包括内墙板和外墙板，在内墙板与外墙板之间设有钢板组件，其包括第一工字钢和第二工字钢，第一工字钢的一端预埋固设在内墙板中，另一端固定连接有插接柱，形成第一构件；第二工字钢的一端预埋固设在外墙板中，另一端具有导向孔，形成第二构件；第一构件与第二构件对拼后通过锁止件连为一体，形成剪力墙单元；还包括横向穿设的横筋以及用于实现上下层剪力墙连接的联锁件；在剪力墙单元的内部空腔中浇筑混凝土，形成装配式耗能剪力墙。本发明生产简单，施工便捷，整体强度可靠，结构受力合理，剪力墙延性以及耗能性能得到提高，抗震性能更为优越。
Fabricated energy dissipation shear wall and construction method thereof
The invention provides a fabricated energy dissipation shear wall and a construction method thereof, and belongs to the technical field of shear walls. The shear wall comprises a shear wall unit, the unit comprises an inner wallboard and an outer wallboard, a steel plate assembly is arranged between the inner wallboard and the outer wallboard and comprises first I-shaped steel and second I-shaped steel, one end of the first I-shaped steel is embedded and fixedly arranged in the inner wallboard, and the other end of the first I-shaped steel is fixedly connected with an inserting column to form a first component; one end of the second I-shaped steel is embedded and fixedly arranged in the external wall panel, and the other end is provided with a guide hole to form a second component; the first component and the second component are spliced and then connected into a whole through a locking piece to form a shear wall unit; the transverse ribs are transversely arranged in a penetrating mode, and the interlocking pieces are used for connecting the upper-layer shear wall and the lower-layer shear wall. And concrete is poured into inner cavities of the shear wall units, and the fabricated energy dissipation shear wall is formed. The shear wall is easy to produce, convenient and fast to construct, reliable in overall strength and reasonable in structural stress, the ductility and energy dissipation performance of the shear wall are improved, and the anti-seismic performance is more excellent.
本发明提出了装配式耗能剪力墙及其施工方法，属于剪力墙技术领域。其包括剪力墙单元，该单元包括内墙板和外墙板，在内墙板与外墙板之间设有钢板组件，其包括第一工字钢和第二工字钢，第一工字钢的一端预埋固设在内墙板中，另一端固定连接有插接柱，形成第一构件；第二工字钢的一端预埋固设在外墙板中，另一端具有导向孔，形成第二构件；第一构件与第二构件对拼后通过锁止件连为一体，形成剪力墙单元；还包括横向穿设的横筋以及用于实现上下层剪力墙连接的联锁件；在剪力墙单元的内部空腔中浇筑混凝土，形成装配式耗能剪力墙。本发明生产简单，施工便捷，整体强度可靠，结构受力合理，剪力墙延性以及耗能性能得到提高，抗震性能更为优越。
Fabricated energy dissipation shear wall and construction method thereof
装配式耗能剪力墙及其施工方法
SUN MING (Autor:in) / ZHANG XIN (Autor:in) / LIU KANGNING (Autor:in) / LIU WEI (Autor:in)
03.12.2024
Patent
Elektronische Ressource
Chinesisch
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