Novel rectangular sleeve structure fabricated diaphragm wall horizontal joint and construction method
By using a novel rectangular sleeve structure prefabricated diaphragm wall horizontal joint, combined with convex-concave fit and cement-based composite waterproof material, the problems of construction complexity and poor seepage prevention effect of traditional connection methods are solved, realizing efficient connection and bending load-bearing capacity of diaphragm walls, which is suitable for various underground engineering scenarios.
Patent Information
- Application Number
- CN202610211584.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2026-02-13
- Publication Date
- 2026-04-14
AI Technical Summary
Traditional horizontal connection methods for diaphragm walls are complex to construct, have insufficient connection strength, and poor seepage prevention, making it difficult to meet the industrialized and efficient construction requirements of prefabricated diaphragm walls.
The new type of prefabricated horizontal joint for diaphragm walls adopts a rectangular sleeve structure, which includes a sleeve, a groove, a convex rectangular body and embedded parts. Multiple mechanical interlocking is formed through the convex and concave fit. Combined with cement-based composite waterproof material, the connection strength and seepage prevention performance are enhanced. The construction process adopts the method of factory prefabrication and on-site assembly.
It improves the connection strength and seepage prevention performance of diaphragm walls, simplifies the construction process, reduces costs, is suitable for various underground engineering scenarios, enhances bending load-bearing capacity, and meets the needs of foundation pit support in narrow spaces.