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A platform for research: civil engineering, architecture and urbanism
Reinforced structure of reinforced concrete shear wall
The invention relates to the technical field of reinforced concrete shear walls, and provides a reinforced structure of a reinforced concrete shear wall. The reinforced structure of the reinforced concrete shear wall comprises carbon fiber cloth and a reinforcing mechanism, wherein the carbon fiber cloth is pasted on the two surfaces and the two side surfaces of the reinforced concrete shear wall and is positioned below the middle part of the reinforced concrete shear wall; the reinforcing mechanism is arranged outside the carbon fiber cloth in a surrounding way; the bottom surface of the reinforcing mechanism is aligned with the bottom surface of the reinforced concrete shear wall; the reinforcing mechanism is used for reinforcing the reinforced concrete shear wall; the height of the reinforcing mechanism is smaller than the height of the carbon fiber cloth. The reinforced structure of the reinforced concrete shear wall provided by the invention has the advantages that the reinforcing mechanism is arranged outside the carbon fiber cloth; the reinforcing failure due to debonding of the carbon fiber cloth under the external force effect can be avoided; the reinforcing mechanism is positioned at the lower part of the reinforced concrete shear wall; the constraint effect on the plastic hinge region of the reinforced concrete shear wall can be enhanced; compared with a steel bonding reinforcing method, the reinforced structure has the advantage that the self weight of the reinforced structure is reduced.
本发明涉及钢筋混凝土剪力墙技术领域，提供一种钢筋混凝土剪力墙的加固结构。上述的钢筋混凝土剪力墙的加固结构，包括：碳纤维布粘贴在钢筋混凝土剪力墙的两个表面和两个侧面，并位于钢筋混凝土剪力墙的中部以下；加固机构围设在碳纤维布的外部，加固机构的底面与钢筋混凝土剪力墙的底面平齐，加固机构用于对钢筋混凝土剪力墙进行加固；其中，加固机构的高度小于碳纤维布的高度。本发明提供的钢筋混凝土剪力墙的加固结构，通过在碳纤维布的外部设置加固机构，可避免碳纤维布因外力作用脱粘，造成加固失效，加固机构位于钢筋混凝土剪力墙的下部，可以增强对钢筋混凝土剪力墙塑性铰区域的约束效果，较之采用粘钢加固法，减轻了加固结构的自重。
Reinforced structure of reinforced concrete shear wall
The invention relates to the technical field of reinforced concrete shear walls, and provides a reinforced structure of a reinforced concrete shear wall. The reinforced structure of the reinforced concrete shear wall comprises carbon fiber cloth and a reinforcing mechanism, wherein the carbon fiber cloth is pasted on the two surfaces and the two side surfaces of the reinforced concrete shear wall and is positioned below the middle part of the reinforced concrete shear wall; the reinforcing mechanism is arranged outside the carbon fiber cloth in a surrounding way; the bottom surface of the reinforcing mechanism is aligned with the bottom surface of the reinforced concrete shear wall; the reinforcing mechanism is used for reinforcing the reinforced concrete shear wall; the height of the reinforcing mechanism is smaller than the height of the carbon fiber cloth. The reinforced structure of the reinforced concrete shear wall provided by the invention has the advantages that the reinforcing mechanism is arranged outside the carbon fiber cloth; the reinforcing failure due to debonding of the carbon fiber cloth under the external force effect can be avoided; the reinforcing mechanism is positioned at the lower part of the reinforced concrete shear wall; the constraint effect on the plastic hinge region of the reinforced concrete shear wall can be enhanced; compared with a steel bonding reinforcing method, the reinforced structure has the advantage that the self weight of the reinforced structure is reduced.
本发明涉及钢筋混凝土剪力墙技术领域，提供一种钢筋混凝土剪力墙的加固结构。上述的钢筋混凝土剪力墙的加固结构，包括：碳纤维布粘贴在钢筋混凝土剪力墙的两个表面和两个侧面，并位于钢筋混凝土剪力墙的中部以下；加固机构围设在碳纤维布的外部，加固机构的底面与钢筋混凝土剪力墙的底面平齐，加固机构用于对钢筋混凝土剪力墙进行加固；其中，加固机构的高度小于碳纤维布的高度。本发明提供的钢筋混凝土剪力墙的加固结构，通过在碳纤维布的外部设置加固机构，可避免碳纤维布因外力作用脱粘，造成加固失效，加固机构位于钢筋混凝土剪力墙的下部，可以增强对钢筋混凝土剪力墙塑性铰区域的约束效果，较之采用粘钢加固法，减轻了加固结构的自重。
Reinforced structure of reinforced concrete shear wall
钢筋混凝土剪力墙的加固结构
ZHANG JIANWEI (author) / WANG HONGWEI (author) / LIU XIAO (author) / CAO WANLIN (author) / DONG HONGYING (author)
2022-01-04
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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