Incremental launching type underground space group construction method and application
A technology of underground space and construction method, applied in underground chambers, earth drilling, mining equipment, etc., can solve problems such as interference with ground traffic, interruption of ground traffic, and a large number of enclosure structures, so as to achieve large utilization, save time and cost , the effect of low cost
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Embodiment 1
[0030] Such as Figure 1-4 As shown, a push-push underground space group construction method is carried out according to the following steps:
[0031] (1) Select plots without deep foundations or pile foundations as work plots, such as roads, gardens, squares, etc.;
[0032] (2) Excavate rectangular pipe-jacking work wells on both sides of the work plot, and the rectangular pipe-jacking work wells include originating shaft 2 and receiving shaft 6;
[0033] (3) Rectangular pipe jacking wells shall be constructed according to the sequence of alternate hole jumping, that is, "interval hole jumping construction process". The odd sequence of rectangular pipe jacking wells shall be constructed first, and the even sequence of rectangular pipe jacking wells shall be constructed after the construction of odd sequence of rectangular pipe jacking wells is completed. In the pipe jacking working well, in the original soil layer 7, the pipe joints 3 are pushed from the originating shaft 2 ...
Embodiment 2
[0037] Such as Figure 1-4 As shown, a push-push underground space group construction method is carried out according to the following steps:
[0038] (1) Select plots without deep foundations or pile foundations as work plots, such as roads, gardens, squares, etc.;
[0039] (2) Excavate rectangular pipe-jacking work wells on both sides of the work plot, and the rectangular pipe-jacking work wells include originating shaft 2 and receiving shaft 6;
[0040] (3) Rectangular pipe jacking wells shall be constructed according to the sequence of alternate hole jumping, that is, "interval hole jumping construction process". The odd sequence of rectangular pipe jacking wells shall be constructed first, and the even sequence of rectangular pipe jacking wells shall be constructed after the construction of odd sequence of rectangular pipe jacking wells is completed. In the pipe jacking working well, in the original soil layer 7, the pipe joints 3 are pushed from the originating shaft 2 ...
Embodiment 3
[0044] Such as Figure 1-4 As shown, a push-push underground space group construction method is carried out according to the following steps:
[0045] (1) Select plots without deep foundations or pile foundations as work plots, such as roads, gardens, squares, etc.;
[0046] (2) Excavate rectangular pipe-jacking work wells on both sides of the work plot, and the rectangular pipe-jacking work wells include originating shaft 2 and receiving shaft 6;
[0047] (3) Rectangular pipe jacking wells shall be constructed according to the sequence of alternate hole jumping, that is, "interval hole jumping construction process". The even sequence of rectangular pipe jacking wells shall be constructed first, and the odd sequence of rectangular pipe jacking wells shall be constructed after the construction of the even sequence of rectangular pipe jacking wells is completed. In the pipe jacking working well, in the original soil layer 7, the pipe joints 3 are pushed from the originating sha...
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