Reinforced concrete shear wall
The utility model relates to the technical field of building components, in particular to a reinforced concrete shear wall which comprises reinforcement cages fixedly arranged on a building foundation, a reinforcement mesh and concrete, the two ends of the reinforcement mesh are fixedly arranged on...
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Format | Patent |
Language | Chinese English |
Published |
30.11.2021
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Abstract | The utility model relates to the technical field of building components, in particular to a reinforced concrete shear wall which comprises reinforcement cages fixedly arranged on a building foundation, a reinforcement mesh and concrete, the two ends of the reinforcement mesh are fixedly arranged on the opposite sides of the two adjacent reinforcement cages correspondingly, and formworks are erected on the outer sides of the reinforcement cages and the reinforcement mesh; the concrete is poured on the inner side of the formwork to form a stand column and a shear wall on the building foundation. According to the connecting structure, the connecting strength between the stand column and the shear wall can be high, the cracking phenomenon is not prone to occurring, and the stability of a building structure is guaranteed.
本申请涉及建筑构件技术领域,尤其是涉及一种钢筋混凝土剪力墙,包括固设于建筑基础上的钢筋笼、钢筋网以及混凝土,钢筋网两端分别固设于相邻的两个钢筋笼相对设置的一侧,钢筋笼与钢筋网外侧架设有模板,混凝土浇筑于模板内侧以在建筑基础上形成立柱以及剪力墙。本申请能够使得立柱与剪力墙之间具有较强的连接强度,不易于产生开裂现象,以保证建筑结构的稳定性。 |
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AbstractList | The utility model relates to the technical field of building components, in particular to a reinforced concrete shear wall which comprises reinforcement cages fixedly arranged on a building foundation, a reinforcement mesh and concrete, the two ends of the reinforcement mesh are fixedly arranged on the opposite sides of the two adjacent reinforcement cages correspondingly, and formworks are erected on the outer sides of the reinforcement cages and the reinforcement mesh; the concrete is poured on the inner side of the formwork to form a stand column and a shear wall on the building foundation. According to the connecting structure, the connecting strength between the stand column and the shear wall can be high, the cracking phenomenon is not prone to occurring, and the stability of a building structure is guaranteed.
本申请涉及建筑构件技术领域,尤其是涉及一种钢筋混凝土剪力墙,包括固设于建筑基础上的钢筋笼、钢筋网以及混凝土,钢筋网两端分别固设于相邻的两个钢筋笼相对设置的一侧,钢筋笼与钢筋网外侧架设有模板,混凝土浇筑于模板内侧以在建筑基础上形成立柱以及剪力墙。本申请能够使得立柱与剪力墙之间具有较强的连接强度,不易于产生开裂现象,以保证建筑结构的稳定性。 |
Author | QI JINBING QUAN JING ZHENG YONGBIN HUANG ZUZHOU QI YONGBI |
Author_xml | – fullname: ZHENG YONGBIN – fullname: QI YONGBI – fullname: QI JINBING – fullname: HUANG ZUZHOU – fullname: QUAN JING |
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DocumentTitleAlternate | 一种钢筋混凝土剪力墙 |
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RelatedCompanies | LIANJIANG NO.3 CONSTRUCTION ENGINEERING CO., LTD |
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Snippet | The utility model relates to the technical field of building components, in particular to a reinforced concrete shear wall which comprises reinforcement cages... |
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SubjectTerms | BUILDING BUILDING MATERIALS CEILINGS FIXED CONSTRUCTIONS FLOORS GENERAL BUILDING CONSTRUCTIONS INSULATION OR OTHER PROTECTION OF BUILDINGS ROOFS STRUCTURAL ELEMENTS WALLS, e.g. PARTITIONS |
Title | Reinforced concrete shear wall |
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