Floor-heave-resisting prefabricated assembly type tunnel inverted arch structure, assembly type inverted tunnel and method
A prefabricated assembly and arch structure technology, applied in tunnels, tunnel linings, shaft equipment, etc., can solve problems affecting the normal operation of high-speed railways, cracking and deformation of ballast beds, speed limit of tunnels, etc. Reliable quality and guaranteed effect
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0043] Attached below Figure 1-Figure 5 The present invention is described in detail, specifically, the structure is as follows:
[0044] This embodiment provides a prefabricated assembled tunnel invert structure that is resistant to floor drums, including a first invert block 14, a second invert block 13, and a rhombus grid 6, wherein the first invert block 14 It is installed symmetrically with the second inverted arch sub-block 13, and the rhombus grid 6 is connected between the first inverted arch sub-block 14 and the second inverted arch sub-block 13. After the installation of the first inverted arch sub-block 14 and the second inverted arch sub-block 13 is completed, a horizontal section of inverted arch structural unit is formed by pouring concrete, and multiple sections of inverted arch structural units are spliced vertically in sequence to form an integrally assembled inverted arch structure.
[0045] The first inverted arch block 14 and the second inverted arch bl...
Embodiment 2
[0059] This embodiment provides a prefabricated tunnel, such as Figure 6 As shown, including the tunnel primary support 1, the arch wall secondary lining 2 and the prefabricated assembled tunnel invert structure described in Embodiment 1, the outer ends of the first invert block 14 and the second invert block 13 are located at The inner side of the primary support 1 of the tunnel is connected with the secondary lining 2 of the arch wall. A mortise and tenon structure is provided at the connection surfaces of the first inverted arch block 14, the second inverted arch block 13 and the secondary lining 2 of the arch wall, so that the connection between the inverted arch block and the secondary lining 2 of the arch wall is more closely connected.
[0060] The base cushion layer 4 is arranged under the assembled tunnel inverted arch structure, that is, the base cushion layer 4 is located under the waterproof layer 5 . The inner side of the secondary lining 2 of the arch wall is p...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


