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Reinforced concrete beam reinforcing structure and reinforcing method
The reinforced concrete beam reinforcing structure comprises bolt holes where sleeve side assembling bolts are inserted, the assembling bolts are arranged on the two sides of a main reinforcing beam sleeve, a plurality of reinforcing steel stranded wires are located on one side of a cross beam, and the bottoms of the reinforcing steel stranded wires are each provided with a pair of pressing strips arranged in parallel. Reinforcing plates are fixedly connected between the pressing strips and the cross beams. The reinforcing steel stranded wires extrude the adhesive storage bags in the hooping reinforcing process of the cross beams to force adhesive stored in the adhesive storage bags to be extruded out through the adhesive release holes and to be coated between the cross beams and the reinforcing plates. The U-shaped reinforcing space of the main reinforcing beam sleeve is filled with concrete through the concrete filling hole, the cross beam reinforcing structure with the multiple reinforcing modes cooperating is adopted, the cross beam can be more comprehensively reinforced, meanwhile, the multiple reinforcing modes are associated, and compared with simple superposition of the multiple reinforcing modes, the cross beam reinforcing structure has the advantages that the reinforcing effect is better, and the reinforcing effect is better. The reinforcing effect is further improved, meanwhile, the reinforcing operation steps are simplified, and the burden of operators is reduced.
本发明提供一种钢筋混凝土梁加固结构及加固方法，包括套侧装配螺栓插入的螺栓孔，所述装配螺栓设置于主加固梁套两侧，若干所述加固钢绞丝位于横梁一侧及底部均安装有一对平行设置的压条，所述压条与横梁之间均固定连接有加固板，所述加固钢绞丝在对横梁进行抱箍加固过程中挤压胶黏剂存储袋迫使内部存储的胶黏剂通过胶黏剂释放孔挤出并涂覆在横梁和加固板之间；通过所述混凝土加注孔向主加固梁套的凵字型加固空间内填充混凝土，本发明采用多种加固方式协同的横梁加固结构，能够更加全面得对横梁进行加固，同时多种加固方式之间相互关联，相较于多种加固方式的简单叠加而言，进一步提升了加固效果，同时简化了加固操作步骤，降低了操作人员的负担。
Reinforced concrete beam reinforcing structure and reinforcing method
The reinforced concrete beam reinforcing structure comprises bolt holes where sleeve side assembling bolts are inserted, the assembling bolts are arranged on the two sides of a main reinforcing beam sleeve, a plurality of reinforcing steel stranded wires are located on one side of a cross beam, and the bottoms of the reinforcing steel stranded wires are each provided with a pair of pressing strips arranged in parallel. Reinforcing plates are fixedly connected between the pressing strips and the cross beams. The reinforcing steel stranded wires extrude the adhesive storage bags in the hooping reinforcing process of the cross beams to force adhesive stored in the adhesive storage bags to be extruded out through the adhesive release holes and to be coated between the cross beams and the reinforcing plates. The U-shaped reinforcing space of the main reinforcing beam sleeve is filled with concrete through the concrete filling hole, the cross beam reinforcing structure with the multiple reinforcing modes cooperating is adopted, the cross beam can be more comprehensively reinforced, meanwhile, the multiple reinforcing modes are associated, and compared with simple superposition of the multiple reinforcing modes, the cross beam reinforcing structure has the advantages that the reinforcing effect is better, and the reinforcing effect is better. The reinforcing effect is further improved, meanwhile, the reinforcing operation steps are simplified, and the burden of operators is reduced.
本发明提供一种钢筋混凝土梁加固结构及加固方法，包括套侧装配螺栓插入的螺栓孔，所述装配螺栓设置于主加固梁套两侧，若干所述加固钢绞丝位于横梁一侧及底部均安装有一对平行设置的压条，所述压条与横梁之间均固定连接有加固板，所述加固钢绞丝在对横梁进行抱箍加固过程中挤压胶黏剂存储袋迫使内部存储的胶黏剂通过胶黏剂释放孔挤出并涂覆在横梁和加固板之间；通过所述混凝土加注孔向主加固梁套的凵字型加固空间内填充混凝土，本发明采用多种加固方式协同的横梁加固结构，能够更加全面得对横梁进行加固，同时多种加固方式之间相互关联，相较于多种加固方式的简单叠加而言，进一步提升了加固效果，同时简化了加固操作步骤，降低了操作人员的负担。
Reinforced concrete beam reinforcing structure and reinforcing method
一种钢筋混凝土梁加固结构及加固方法
2024-03-22
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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