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Hydraulic concrete crack underwater repairing method and structure
The invention provides an underwater repairing method and structure for a crack of hydraulic concrete. The underwater repairing method comprises the following steps that the concrete surface on the periphery of an opening of the crack is flattened; grooving and shaping the surface of the concrete along the opening of the crack to form a grouting groove, and reserving a grouting hole, wherein the grouting hole is communicated with the interior of the crack; grouting is carried out on the interior of the crack through the grouting hole under the preset pressure, the grouting groove is formed by modifying an opening cutting groove of the crack, the outer side of the grouting groove is covered with the water stop box, and the space between the grouting groove and the water stop box is filled with the water stop material, so that the opening of the crack is closed; and then grouting is conducted on the interior of the crack at the preset pressure to achieve sealing of the interior of the crack, so that rapid repairing of the underwater crack is achieved, the repairing quality is high, and the firmness after crack repairing is high.
本申请提出一种水工混凝土的裂缝的水下修补方法及结构,包括如下步骤:对所述裂缝的开口周边的混凝土表面进行平整;沿所述裂缝的开口对混凝土表面切槽修型形成灌浆槽并预留灌浆孔,所述灌浆孔和所述裂缝的内部连通;通过所述灌浆孔向裂缝的内部以预定压力进行灌浆,通过将裂缝的开口切槽修型形成灌浆槽,并在灌浆槽外侧罩设止水盒,灌浆槽和止水槽之间填装止水材料,实现对裂缝开口的封闭,然后向裂缝的内部以预定压力进行灌浆实现裂缝的内部的封闭,从而实现对水下裂缝的快速修补,具有较高的修补质量,裂缝修补后的牢固性高。
Hydraulic concrete crack underwater repairing method and structure
The invention provides an underwater repairing method and structure for a crack of hydraulic concrete. The underwater repairing method comprises the following steps that the concrete surface on the periphery of an opening of the crack is flattened; grooving and shaping the surface of the concrete along the opening of the crack to form a grouting groove, and reserving a grouting hole, wherein the grouting hole is communicated with the interior of the crack; grouting is carried out on the interior of the crack through the grouting hole under the preset pressure, the grouting groove is formed by modifying an opening cutting groove of the crack, the outer side of the grouting groove is covered with the water stop box, and the space between the grouting groove and the water stop box is filled with the water stop material, so that the opening of the crack is closed; and then grouting is conducted on the interior of the crack at the preset pressure to achieve sealing of the interior of the crack, so that rapid repairing of the underwater crack is achieved, the repairing quality is high, and the firmness after crack repairing is high.
本申请提出一种水工混凝土的裂缝的水下修补方法及结构,包括如下步骤:对所述裂缝的开口周边的混凝土表面进行平整;沿所述裂缝的开口对混凝土表面切槽修型形成灌浆槽并预留灌浆孔,所述灌浆孔和所述裂缝的内部连通;通过所述灌浆孔向裂缝的内部以预定压力进行灌浆,通过将裂缝的开口切槽修型形成灌浆槽,并在灌浆槽外侧罩设止水盒,灌浆槽和止水槽之间填装止水材料,实现对裂缝开口的封闭,然后向裂缝的内部以预定压力进行灌浆实现裂缝的内部的封闭,从而实现对水下裂缝的快速修补,具有较高的修补质量,裂缝修补后的牢固性高。
Hydraulic concrete crack underwater repairing method and structure
水工混凝土裂缝水下修补方法及结构
LIU HAIBO (author) / LI LI (author) / XIAO HAIBIN (author) / CHEN YOUQIN (author) / CHI FUDONG (author) / ZHANG PENG (author) / XU XIAOKUN (author) / GUO RUI (author) / JIANG JINLEI (author)
2023-11-14
Patent
Electronic Resource
Chinese
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