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A platform for research: civil engineering, architecture and urbanism
Concrete gap repairing and anti-seepage treatment method
The invention belongs to the technical field of gap anti-seepage repairing, and particularly relates to a concrete gap repairing and anti-seepage treatment method. The concrete gap repairing and anti-seepage treatment method comprises the following specific steps of S1, forming a pouring pit in one end of a gap, specifically, the pouring pit is formed between delayed coagulation soil structures on two sides, the pouring pit is located at the upper end of the gap between the delayed coagulation soil structures on the two sides and is in a symmetrical arc shape, and a sealing flange is reserved on the inner wall of the upper side of the pouring pit; S2, forming an anti-leakage groove in the upper portion of the pouring pit; S3, repairing material pouring; and S4, filling and paving an anti-leakage layer. Through cooperation of the pouring pit and the anti-seepage groove, construction is conducted in two steps, the construction effect is improved, different raw materials are adopted in different steps, and the anti-seepage performance of the repaired concrete can be remarkably improved; and through the arrangement of structures such as a closed inner groove, the leakage condition is blocked from a physical structure.
本发明属于缝隙防渗漏修复技术领域，具体为一种混凝土缝隙修复及防渗漏处理方法，该混凝土缝隙修复及防渗漏处理方法的具体步骤如下：S1在缝隙一端开设灌注坑：在两侧缓凝土结构之间开设灌注坑，灌注坑位于两侧缓凝土结构之间的缝隙上端，灌注坑呈对称的弧形状，在灌注坑上侧内壁留有密封凸缘；S2在灌注坑上部开设防渗漏槽；S3灌注修复料；S4填铺防渗漏层。通过灌注坑、防渗漏槽的配合作用，使得施工分两步进行，提高施工效果，不同步骤采用不同原料，能够显著提高修复后混凝土的防渗漏性能；通过封闭内凹槽等结构的设置，从物理结构上阻隔渗漏情况。
Concrete gap repairing and anti-seepage treatment method
The invention belongs to the technical field of gap anti-seepage repairing, and particularly relates to a concrete gap repairing and anti-seepage treatment method. The concrete gap repairing and anti-seepage treatment method comprises the following specific steps of S1, forming a pouring pit in one end of a gap, specifically, the pouring pit is formed between delayed coagulation soil structures on two sides, the pouring pit is located at the upper end of the gap between the delayed coagulation soil structures on the two sides and is in a symmetrical arc shape, and a sealing flange is reserved on the inner wall of the upper side of the pouring pit; S2, forming an anti-leakage groove in the upper portion of the pouring pit; S3, repairing material pouring; and S4, filling and paving an anti-leakage layer. Through cooperation of the pouring pit and the anti-seepage groove, construction is conducted in two steps, the construction effect is improved, different raw materials are adopted in different steps, and the anti-seepage performance of the repaired concrete can be remarkably improved; and through the arrangement of structures such as a closed inner groove, the leakage condition is blocked from a physical structure.
本发明属于缝隙防渗漏修复技术领域，具体为一种混凝土缝隙修复及防渗漏处理方法，该混凝土缝隙修复及防渗漏处理方法的具体步骤如下：S1在缝隙一端开设灌注坑：在两侧缓凝土结构之间开设灌注坑，灌注坑位于两侧缓凝土结构之间的缝隙上端，灌注坑呈对称的弧形状，在灌注坑上侧内壁留有密封凸缘；S2在灌注坑上部开设防渗漏槽；S3灌注修复料；S4填铺防渗漏层。通过灌注坑、防渗漏槽的配合作用，使得施工分两步进行，提高施工效果，不同步骤采用不同原料，能够显著提高修复后混凝土的防渗漏性能；通过封闭内凹槽等结构的设置，从物理结构上阻隔渗漏情况。
Concrete gap repairing and anti-seepage treatment method
一种混凝土缝隙修复及防渗漏处理方法
LIU LIHONG (author) / ZHANG YI (author)
2022-01-07
Patent
Electronic Resource
Chinese
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