Underground engineering reserved deformation joint connecting interface structure and manufacturing method thereof
A technology for connecting interfaces and underground engineering, which is applied in the field of concrete to achieve good protection functions, enhance shear resistance, and avoid damage
Patent Information
- Authority / Receiving Office
- CN · China
- Current Assignee / Owner
- Publication Date
- 2017-02-22
- Estimated Expiration
- Not applicable · inactive patent
Smart Images

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Abstract
Description
technical field
[0001] The invention belongs to the technical field of concrete, and in particular relates to a connection interface structure for reserved deformation joints in underground engineering and a manufacturing method thereof. Background technique
[0002] With the increasing construction of underground projects and the development of urban planning, adjacent underground projects often need to be connected by connecting channels. The construction time of later projects is uncertain. The underground projects constructed in the early stage usually need to reserve connection interfaces to connect with the later underground projects.
[0003] Commonly used reserved interface forms are: 1 reserved deformation joint waterstop + masonry or concrete peripheral protection, this form is easy to damage the waterstop when excavating and removing the peripheral protection in the later stage; 2 reserved deformation joint waterstop + The waterproof concrete of the connecting bod...
Examples
Embodiment Construction
[0023] Example: refer to Figure 1-4 As shown, a connection interface structure reserved for deformation joints in underground engineering, a groove 3 is formed at the interface of new / old concrete 1 and 2, and a steel plate on the left side is reserved for water sealing at the groove 3 in the old concrete 2 Belt 4, the steel plate waterstop 5 on the left is welded to the steel plate waterstop 5 on the right, the steel plate waterstop 5 on the right is located in the new concrete 1, and a deformation joint 6 is provided on the cross section of the new concrete 1, and the deformation joint 6 6 is provided with a detachable waterstop 7 perpendicular to the deformation joint 6, and the two ends of the detachable waterstop 7 are embedded in the new concrete 1 on both sides.
[0024] As a preferred technical solution, the old internal reinforcement 8 is provided in the old concrete 2, and the new internal reinforcement 9 is provided in the new concrete 1, and the old internal reinf...