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Gap leaking stoppage and reinforcement method for roof
The invention relates to the technical field of building construction, and discloses a gap leaking stoppage and reinforcement method for a roof. According to the scheme, a first grouting hole, a second grouting hole, a first reinforcing steel bar, a second reinforcing steel bar and a grouting needle are used in cooperation, the first grouting hole and the second grouting hole are punched in the two sides of a crack, and the first grouting hole and the second grouting hole communicate with the crack; a first reinforcing steel bar is inserted into a first grouting hole, a second reinforcing steel bar is inserted into a second grouting hole, the second reinforcing steel bar penetrates through the first reinforcing steel bar and moves to the inner wall of the second grouting hole, and then high-permeability double-component modified epoxy resin grout is injected into the crack to play a sealing role. Then high-permeability double-component modified epoxy resin grout is injected into the first grouting hole through the grouting needle head, the grout flows into the crack through the first grouting hole, and then the grout flows out through the grouting needle head in the second grouting hole, so that the grout wraps the first reinforcing steel bar and the second reinforcing steel bar, and the reinforcement and firmness of the crack are improved.
本申请涉及建筑施工技术领域,且公开了一种用于屋面的缝隙堵漏加固方法,本方案通过注浆孔一、注浆孔二、加强钢筋一、加强钢筋二、注浆针头配合使用,在裂缝的两侧均打上注浆孔一与注浆孔二,使注浆孔一与注浆孔二与裂缝相通,然后将加强钢筋一插入注浆孔一的内部,再将加强钢筋二插入注浆孔二的内部,使加强钢筋二穿插过加强钢筋一的内部运动到注浆孔二的内壁,然后将高渗透双组份改性环氧树脂灌浆注入裂缝中,起到密封的作用,然后将高渗透双组份改性环氧树脂灌浆注入通过注浆针头注入注浆孔一内部,灌浆通过注浆孔一流入裂缝中,然后灌浆通过注浆孔二的内部注浆针头流出,使灌浆包裹住加强钢筋一与加强钢筋二,增加对裂缝的加固与牢固性。
Gap leaking stoppage and reinforcement method for roof
The invention relates to the technical field of building construction, and discloses a gap leaking stoppage and reinforcement method for a roof. According to the scheme, a first grouting hole, a second grouting hole, a first reinforcing steel bar, a second reinforcing steel bar and a grouting needle are used in cooperation, the first grouting hole and the second grouting hole are punched in the two sides of a crack, and the first grouting hole and the second grouting hole communicate with the crack; a first reinforcing steel bar is inserted into a first grouting hole, a second reinforcing steel bar is inserted into a second grouting hole, the second reinforcing steel bar penetrates through the first reinforcing steel bar and moves to the inner wall of the second grouting hole, and then high-permeability double-component modified epoxy resin grout is injected into the crack to play a sealing role. Then high-permeability double-component modified epoxy resin grout is injected into the first grouting hole through the grouting needle head, the grout flows into the crack through the first grouting hole, and then the grout flows out through the grouting needle head in the second grouting hole, so that the grout wraps the first reinforcing steel bar and the second reinforcing steel bar, and the reinforcement and firmness of the crack are improved.
本申请涉及建筑施工技术领域,且公开了一种用于屋面的缝隙堵漏加固方法,本方案通过注浆孔一、注浆孔二、加强钢筋一、加强钢筋二、注浆针头配合使用,在裂缝的两侧均打上注浆孔一与注浆孔二,使注浆孔一与注浆孔二与裂缝相通,然后将加强钢筋一插入注浆孔一的内部,再将加强钢筋二插入注浆孔二的内部,使加强钢筋二穿插过加强钢筋一的内部运动到注浆孔二的内壁,然后将高渗透双组份改性环氧树脂灌浆注入裂缝中,起到密封的作用,然后将高渗透双组份改性环氧树脂灌浆注入通过注浆针头注入注浆孔一内部,灌浆通过注浆孔一流入裂缝中,然后灌浆通过注浆孔二的内部注浆针头流出,使灌浆包裹住加强钢筋一与加强钢筋二,增加对裂缝的加固与牢固性。
Gap leaking stoppage and reinforcement method for roof
一种用于屋面的缝隙堵漏加固方法
XIAO YONGLIN (author) / ZHOU XIA (author) / WEI XIAOHUI (author)
2022-06-10
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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