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Embedded steel bar post-anchoring method for newly-added cantilever beam of shear wall structure
The embodiment of the invention discloses an embedded steel bar post-anchoring method for a newly-added cantilever beam of a shear wall structure, and provides an efficient, economical, simple and convenient steel bar planting mode for the newly-added cantilever beam of the shear wall structure. According to the embedded steel bar post-anchoring method, the method of drilling a hole in a shear wall by using a diamond and anchoring by using a bolt anchor head is adopted, and the bolt anchor head is screwed into the tail end of a steel bar to achieve a good anchoring effect, so that the steel bar planting depth is effectively reduced, the construction difficulty is reduced, and the method has a wide application prospect in the field of reinforcement. According to the embedded steel bar post-anchoring method for the newly-added cantilever beam of the shear wall structure, the embedded steel bar anchoring requirement can be effectively met, the structure safety is ensured, construction is easy and convenient, and operability is high.
本发明实施例公开了一种剪力墙结构新增悬挑梁的植筋后锚固方法，针对剪力墙结构的新增悬挑梁提出的一种高效、经济、简便的植筋方式。本发明实施例采用在剪力墙上金刚取孔，利用螺栓锚头进行锚固的方法，通过在钢筋末端旋入螺栓锚头，达到良好的锚固效果，从而有效减小植筋深度，降低了施工难度，使其在加固领域具有广阔的应用前景。本发明实施例提供的一种剪力墙结构新增悬挑梁的植筋后锚固方法，既能有效保证植筋锚固要求，确保结构安全，且施工简便，可操作性高。
Embedded steel bar post-anchoring method for newly-added cantilever beam of shear wall structure
The embodiment of the invention discloses an embedded steel bar post-anchoring method for a newly-added cantilever beam of a shear wall structure, and provides an efficient, economical, simple and convenient steel bar planting mode for the newly-added cantilever beam of the shear wall structure. According to the embedded steel bar post-anchoring method, the method of drilling a hole in a shear wall by using a diamond and anchoring by using a bolt anchor head is adopted, and the bolt anchor head is screwed into the tail end of a steel bar to achieve a good anchoring effect, so that the steel bar planting depth is effectively reduced, the construction difficulty is reduced, and the method has a wide application prospect in the field of reinforcement. According to the embedded steel bar post-anchoring method for the newly-added cantilever beam of the shear wall structure, the embedded steel bar anchoring requirement can be effectively met, the structure safety is ensured, construction is easy and convenient, and operability is high.
本发明实施例公开了一种剪力墙结构新增悬挑梁的植筋后锚固方法，针对剪力墙结构的新增悬挑梁提出的一种高效、经济、简便的植筋方式。本发明实施例采用在剪力墙上金刚取孔，利用螺栓锚头进行锚固的方法，通过在钢筋末端旋入螺栓锚头，达到良好的锚固效果，从而有效减小植筋深度，降低了施工难度，使其在加固领域具有广阔的应用前景。本发明实施例提供的一种剪力墙结构新增悬挑梁的植筋后锚固方法，既能有效保证植筋锚固要求，确保结构安全，且施工简便，可操作性高。
Embedded steel bar post-anchoring method for newly-added cantilever beam of shear wall structure
一种剪力墙结构新增悬挑梁的植筋后锚固方法
LI BINGMING (author) / FANG PENGPENG (author) / WU WENLONG (author)
2022-01-04
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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