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Protection construction method for tensioning end before prestressed reinforcement pouring
The invention discloses a protection construction method for a tensioning end before prestressed reinforcement pouring, and relates to the technical field of building construction. The construction cost is reduced, and construction materials are saved; the method specifically comprises the following steps that a protection device is prepared, and the protection device is of a cover-shaped structure; according to the structural size and number on a construction drawing, fixed-length blanking is conducted on the basis of the curve length of the prestressed steel bars, tensioning equipment and different forms of assembly requirements; after the on-site prestressed reinforcements and the concrete cushion blocks are arranged, the protection device is installed; a steel bar position is reserved at the tensioning end, the prestressed steel bar penetrates through the bottom of the protection device, and then the protection device is fixed; and one end of the prestressed steel bar extends out of the protection device by 100mm. The conditions that construction is inconvenient and potential risks exist due to the fact that the reserved anchor cable is exposed before tensioning are solved, meanwhile, the construction cost is reduced, construction materials are saved, and the national safety and civilization construction regulations are met.
本发明公开了一种预应力钢筋浇筑前张拉端的保护施工方法，涉及建筑施工技术领域。为了降低施工成本，节约施工材料；具体包括如下步骤：保护装置的制备，保护装置为罩状结构；按施工图上结构尺寸和数量，基于预应力钢筋的曲线长度、张拉设备及不同形式的组装要求，定长下料；现场预应力钢筋和混凝土垫块设置完成后进行保护装置的安装；在张拉端预留钢筋位置，将预应力钢筋穿过保护装置底部，然后对保护装置进行固定；在预应力钢筋一端伸出于保护装置100mm处的位置。本发明解决了在张拉前预留锚索外露造成的施工不便和存在潜在危险的情况，同时降低了施工成本，节约了施工材料，符合国家安全文明施工的规定。
Protection construction method for tensioning end before prestressed reinforcement pouring
The invention discloses a protection construction method for a tensioning end before prestressed reinforcement pouring, and relates to the technical field of building construction. The construction cost is reduced, and construction materials are saved; the method specifically comprises the following steps that a protection device is prepared, and the protection device is of a cover-shaped structure; according to the structural size and number on a construction drawing, fixed-length blanking is conducted on the basis of the curve length of the prestressed steel bars, tensioning equipment and different forms of assembly requirements; after the on-site prestressed reinforcements and the concrete cushion blocks are arranged, the protection device is installed; a steel bar position is reserved at the tensioning end, the prestressed steel bar penetrates through the bottom of the protection device, and then the protection device is fixed; and one end of the prestressed steel bar extends out of the protection device by 100mm. The conditions that construction is inconvenient and potential risks exist due to the fact that the reserved anchor cable is exposed before tensioning are solved, meanwhile, the construction cost is reduced, construction materials are saved, and the national safety and civilization construction regulations are met.
本发明公开了一种预应力钢筋浇筑前张拉端的保护施工方法，涉及建筑施工技术领域。为了降低施工成本，节约施工材料；具体包括如下步骤：保护装置的制备，保护装置为罩状结构；按施工图上结构尺寸和数量，基于预应力钢筋的曲线长度、张拉设备及不同形式的组装要求，定长下料；现场预应力钢筋和混凝土垫块设置完成后进行保护装置的安装；在张拉端预留钢筋位置，将预应力钢筋穿过保护装置底部，然后对保护装置进行固定；在预应力钢筋一端伸出于保护装置100mm处的位置。本发明解决了在张拉前预留锚索外露造成的施工不便和存在潜在危险的情况，同时降低了施工成本，节约了施工材料，符合国家安全文明施工的规定。
Protection construction method for tensioning end before prestressed reinforcement pouring
一种预应力钢筋浇筑前张拉端的保护施工方法
WANG MENG (author) / GUO YAXING (author) / WANG SEN (author) / WANG WENTING (author) / WANG YISEN (author) / GONG FUQIANG (author) / ZHANG CHAOSHUO (author) / LI JUNNA (author)
2023-06-13
Patent
Electronic Resource
Chinese
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