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A platform for research: civil engineering, architecture and urbanism
Bonding steel reinforcing method after unloading column replacement shear wall
The invention discloses a method for reinforcing bonded steel after unloading a column replacement shear wall. The method comprises the following steps: step 1, reinforcing the replacement shear wall; and step 2, a shear wall bonding steel reinforcement construction process: the step 1, replacement shear wall reinforcement construction specifically comprises the following steps: step 1.1, beam plate support; step 1.2, concrete replacement; the shear wall bonding steel reinforcement construction process in the second step specifically comprises the steps that 2.1, the surface of a concrete beam is treated; step 2.2, steel material blanking and treatment; and 2.3, steel bonding reinforcement treatment is carried out. According to the steel bonding reinforcing method after unloading column replacement of the shear wall, component replacement reinforcing is conducted on the shear wall, and compared with an existing shear wall, the concrete compressive strength is improved, the stability is higher, the service life is prolonged, and the stability degree is improved.
本发明公开了一种卸载柱置换剪力墙后粘钢加固法，包括步骤1、置换剪力墙加固施工；步骤2、剪力墙粘钢加固施工工艺，所述步骤1、置换剪力墙加固施工，具体包括：步骤1.1、梁板支撑；步骤1.2、混凝土置换；所述步骤2、剪力墙粘钢加固施工工艺，具体包括：步骤2.1、混凝土梁表面处理；步骤2.2、钢材下料及处理；步骤2.3、粘钢加固处理。本发明一种卸载柱置换剪力墙后粘钢加固法，对剪力墙进行构件置换加固，相对于之前的剪力墙混凝土抗压强度达到提高，稳定性更高，延长了使用寿命和稳定程度。
Bonding steel reinforcing method after unloading column replacement shear wall
The invention discloses a method for reinforcing bonded steel after unloading a column replacement shear wall. The method comprises the following steps: step 1, reinforcing the replacement shear wall; and step 2, a shear wall bonding steel reinforcement construction process: the step 1, replacement shear wall reinforcement construction specifically comprises the following steps: step 1.1, beam plate support; step 1.2, concrete replacement; the shear wall bonding steel reinforcement construction process in the second step specifically comprises the steps that 2.1, the surface of a concrete beam is treated; step 2.2, steel material blanking and treatment; and 2.3, steel bonding reinforcement treatment is carried out. According to the steel bonding reinforcing method after unloading column replacement of the shear wall, component replacement reinforcing is conducted on the shear wall, and compared with an existing shear wall, the concrete compressive strength is improved, the stability is higher, the service life is prolonged, and the stability degree is improved.
本发明公开了一种卸载柱置换剪力墙后粘钢加固法，包括步骤1、置换剪力墙加固施工；步骤2、剪力墙粘钢加固施工工艺，所述步骤1、置换剪力墙加固施工，具体包括：步骤1.1、梁板支撑；步骤1.2、混凝土置换；所述步骤2、剪力墙粘钢加固施工工艺，具体包括：步骤2.1、混凝土梁表面处理；步骤2.2、钢材下料及处理；步骤2.3、粘钢加固处理。本发明一种卸载柱置换剪力墙后粘钢加固法，对剪力墙进行构件置换加固，相对于之前的剪力墙混凝土抗压强度达到提高，稳定性更高，延长了使用寿命和稳定程度。
Bonding steel reinforcing method after unloading column replacement shear wall
一种卸载柱置换剪力墙后粘钢加固法
YANG HAN (author) / TANG ZHONGMAO (author) / LUO ZHONGYU (author) / ZHANG LI (author) / LI DONGXU (author) / CHEN HUAN (author) / ZHANG HUA (author)
2022-04-12
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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