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Masonry structure lintel crack reinforced by adopting pressure grouting and angle steel bracket and construction method of masonry structure lintel crack reinforced by adopting pressure grouting and angle steel bracket
The invention relates to a masonry structure lintel crack reinforced through pressure grouting and angle steel supports and a construction method thereof. The masonry structure lintel crack reinforced through the angle steel supports comprises the angle steel supports and batten plates. The angle steel support is arranged on the lower portion of a masonry structure lintel crack, and the batten plate is tightly attached to the angle steel support and welded to the angle steel support. After the angle steel supports and the batten plates are all fixedly installed, cement polymerization grouting liquid is poured into the cracks. Pressure grouting and angle steel supports are adopted to reinforce lintel cracks of the masonry structure, tensile stress generated by pressure grouting reinforcement can be borne, the method is simple in construction, safe and reliable, the ductility of the structure can be improved, and the anti-collapse capacity of the structure can be enhanced.
本发明涉及一种采用压力灌浆、角钢支托加固砌体结构过梁裂缝及其施工方法,包括角钢支托、缀板;所述的角钢支托设置在砌体结构过梁裂缝的下部,所述的缀板紧贴角钢支托布置,并与角钢支托焊接;所述的角钢支托、缀板全部固定安装完毕后,在裂缝处灌注水泥聚合灌浆液。采用压力灌浆、角钢支托加固砌体结构过梁裂缝,可以承担压力灌浆补强所产生的拉应力,该方法施工简单、安全可靠,可以提高结构的延性,增强结构的抗倒塌能力。
Masonry structure lintel crack reinforced by adopting pressure grouting and angle steel bracket and construction method of masonry structure lintel crack reinforced by adopting pressure grouting and angle steel bracket
The invention relates to a masonry structure lintel crack reinforced through pressure grouting and angle steel supports and a construction method thereof. The masonry structure lintel crack reinforced through the angle steel supports comprises the angle steel supports and batten plates. The angle steel support is arranged on the lower portion of a masonry structure lintel crack, and the batten plate is tightly attached to the angle steel support and welded to the angle steel support. After the angle steel supports and the batten plates are all fixedly installed, cement polymerization grouting liquid is poured into the cracks. Pressure grouting and angle steel supports are adopted to reinforce lintel cracks of the masonry structure, tensile stress generated by pressure grouting reinforcement can be borne, the method is simple in construction, safe and reliable, the ductility of the structure can be improved, and the anti-collapse capacity of the structure can be enhanced.
本发明涉及一种采用压力灌浆、角钢支托加固砌体结构过梁裂缝及其施工方法,包括角钢支托、缀板;所述的角钢支托设置在砌体结构过梁裂缝的下部,所述的缀板紧贴角钢支托布置,并与角钢支托焊接;所述的角钢支托、缀板全部固定安装完毕后,在裂缝处灌注水泥聚合灌浆液。采用压力灌浆、角钢支托加固砌体结构过梁裂缝,可以承担压力灌浆补强所产生的拉应力,该方法施工简单、安全可靠,可以提高结构的延性,增强结构的抗倒塌能力。
Masonry structure lintel crack reinforced by adopting pressure grouting and angle steel bracket and construction method of masonry structure lintel crack reinforced by adopting pressure grouting and angle steel bracket
一种采用压力灌浆、角钢支托加固砌体结构过梁裂缝及其施工方法
DONG YOU (Autor:in) / YANG LI'OU (Autor:in) / FAN HONGBIN (Autor:in)
31.12.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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