Basement structure using high-ductility concrete belt to replace expansion joint and construction method
A technology of high ductility concrete and construction methods, which can be applied to underwater structures, infrastructure engineering, artificial islands, etc., and can solve problems affecting the construction of basements and underground corridors, hidden dangers of water seepage, uneven shrinkage of underground corridors and basement structures, etc. , to achieve the effect of solving the hidden danger of water seepage
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
specific Embodiment 1
[0048] Specific embodiment one: as figure 1 , figure 2 , image 3 , Figure 4 As shown, a basement structure construction method using high ductility concrete belts instead of expansion joints, the basement structure includes two basements 1 and an underground corridor 2 connecting the two basements.
[0049] The construction method of basement structure with high ductility concrete belt instead of expansion joint includes the following steps,
[0050] The bottom plate is poured, and the bottom plate includes the corridor raft plate 2.1 and the basement bottom plate 1.1 of one of the two basements. The basement bottom plate is connected with the corridor raft plate as a whole. The construction of the pouring bottom plate includes the following steps:
[0051] A1, set two raft construction joints at the corridor raft, one of the raft construction joints is close to one end of the underground corridor, and the other raft construction joint is close to the other end of the u...
specific Embodiment 2
[0063] Specific embodiment 2: The construction method of the basement structure using high ductility concrete belts instead of expansion joints in this embodiment refers to specific embodiment 1, and the difference lies in:
[0064] like Figure 5As shown, a number of corridor beams 5 for supporting the corridor roof are arranged below the corridor roof, and the corridor beams extend along the length direction of the underground corridor. The corridor beams intersect with two high-ductility concrete roof expansion strips. The corridor beams include end beams 5.1, high ductility concrete connecting beams 5.2, corridor main beams 5.3, high ductility concrete connecting beams and end beams that are sequentially distributed along the length of the underground corridor. The high ductility concrete connecting beam connects the end beam and the main girder of the corridor. The end beams and the main girder of the corridor are formed by pouring ordinary concrete. The high ductility...
Embodiment 1
[0066] In step B2 of the first embodiment, when the high ductility concrete roof expansion belt is poured, a reserved hole is preset on the high ductility concrete roof expansion belt corresponding to the high ductility concrete connecting beam, and the reserved hole penetrates the ring high ductility concrete. The upper and lower surfaces of the top plate telescopic belt. After the construction of the main structure of the basement and the underground corridor is completed, at the position of the high-ductility concrete connecting beam below the annular high-ductility concrete roof belt, a formwork is set to form a pouring cavity, and then the high-ductility concrete is poured into the pouring cavity through the reserved holes to ensure Forms high ductility concrete connecting beams.
[0067] In this way, in the construction process of the main structure of the basement and the underground corridor, the main beam of the corridor can be used to ensure the stability of the corr...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More