Leakage blocking construction method for injecting oil soluble polyurethane into inclined hole of upstream face of deformation joint

CN120193864APending Publication Date: 2025-06-24HANGZHOU CHENGDUN TUNNEL AN ENGINEERING CO LTD
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Patent Information

Application Number
CN202510671722.8
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-05-23
Publication Date
2025-06-24

AI Technical Summary

Technical Problem

The traditional deformation joint sealing method is difficult to achieve long-term and stable waterproofing effects when facing complex leakage situations in subway tunnels, especially in special working conditions such as high-pressure water seepage, vibration loads and periodic deformation.

Method used

The leakage sealing construction method of oil-filled soluble polyurethane in the deformed joint surface inverted holes is adopted, including pretreatment, inclined hole positioning and drilling, interval jumping hole grouting, epoxy resin reinforcement, water stop installation and waterproof coil reinforcement, etc., to form a composite waterproof layer to enhance the sealing effect.

Benefits of technology

This method uses inclined hole grouting technology and epoxy resin to form a high-strength and flexible composite waterproof layer, which effectively adapts to special working conditions such as high-pressure water seepage, vibration loads and periodic deformation, and significantly improves the waterproof performance and service life of the deformation joints of the subway tunnel.

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Abstract

The invention provides a leakage plugging construction method for injecting soluble polyurethane into an inclined hole in an upstream face of a deformation joint. The leakage plugging construction method comprises the steps of pretreatment, inclined hole positioning and drilling, grouting plugging, epoxy resin reinforcement and the like. And drilling holes at an inclination angle of 30-45 degrees, grouting oil-soluble polyurethane slurry at intervals from bottom to top in a jumping manner, and reinforcing by adopting epoxy resin after grouting to form a composite waterproof layer. The method further comprises reinforcing measures such as brushing of polyurethane waterproof paint, installation of a water stop belt and a drainage box, laying of waterproof coiled materials and the like. The construction environment needs to be dry and free of clear water, and the temperature is larger than or equal to 5 DEG C. And finally, recovering the decorative layer and the electromechanical equipment, and verifying through a 48-hour closed water test. According to the method, the inclined hole grouting technology and composite waterproof layer construction are utilized, the slurry diffusion uniformity and permeability are improved, the plugging efficiency is enhanced, the waterproof layer with high strength and good flexibility is formed, the method adapts to the special working condition of the subway tunnel, the waterproof performance of the deformation joint is remarkably improved, and the service life of the deformation joint is remarkably prolonged.
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Citation Information

Cited By

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