Pipeline system and construction method thereof
A pipeline system and construction method technology, applied in tunnels, tunnel linings, earthwork drilling and other directions, can solve the problems of increasing construction time, delaying construction progress, and small lateral stiffness, reducing construction time, enhancing anchoring capacity and waterproofing capacity. , the effect of reducing resistance and stress
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Embodiment 1
[0053] Such as figure 1 and Figure 3-5 As shown, the pipeline system provided in this embodiment includes at least two sections of adjacent liner pipes 200 , and a rubber waterstop 100 is arranged between any two sections of adjacent liner pipes 200 .
[0054] The rubber waterstop 100 includes a waterstop body 2 , and the waterstop body 2 surrounds the pipe walls of two adjacent sections of the liner 200 .
[0055] Wherein, along the width direction of the waterstop body 2 , two sides of the waterstop body 2 respectively have clips 1 , and the clips 1 on each side are respectively poured into the pipe wall of a section of the liner 200 .
[0056] A plurality of reinforcement plates 3 are arranged at intervals along the circumferential direction of the waterstop body 2 inside the waterstop body 2 .
[0057] Wherein, there is a distance between any two adjacent reinforcing plates 3 , and each reinforcing plate 3 extends along the width direction of the waterstop body 2 .
[00...
Embodiment 2
[0068] Such as Figure 4-5 As shown, the horizontally reinforced mid-buried rubber waterstop in the present invention includes a waterstop body 2 with chucks 1 on both sides, and stiffening plates 3 are arranged at intervals inside the waterstop body 2 , and between the stiffening plates 3 The spacing distance is 2-7 times of the width of the stiffening plate 3. Stiffeners are installed inside to provide lateral rigidity for the waterstop. During the construction process, especially during the pouring of concrete, it is ensured that the waterstop remains horizontal without external devices, which enhances the waterstop. The anchoring ability and waterproof ability of the belt also reduce the construction time of the installation device and eliminate the safety hazard of "dropping blocks"; the controllability of the spacing of the stiffening plates can be adjusted by changing the spacing of the stiffening plates to adjust the lateral stiffness. Size, so as to meet the construc...
Embodiment 3
[0071] Such as figure 1 , image 3 and Figure 6-7 As shown, a deformable deformation ring 4 is provided on the waterstop body 2, and a reinforcement plate bending section 5 is correspondingly provided on the reinforcement plate 3 corresponding to the deformation ring 4, and the reinforcement plate bending section 5 is located in the deformation ring 4 .
[0072] The deformation ring 4 is located between two adjacent sections of the liner 200 .
[0073] This embodiment is a further improvement on the technical solution of the first embodiment.
[0074] The rubber waterstop provided in this embodiment is a cracked waterstop. By providing a deformation ring 4 on the waterstop body 2, the deformation ring 4 is arranged between two adjacent sections of liner pipes 200, corresponding in the tunnel. When the crack at the position of the deformation ring expands and contracts, the deformation ring 4 can deform and expand accordingly, and can conform to the displacement of the def...
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