Deep foundation pit underground warehouse and construction method thereof
A construction method and technology for deep foundation pits, which are applied in infrastructure engineering, excavation, artificial islands, etc., can solve the problems of high cost and many consumables, and achieve the effect of low cost and less consumables.
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Embodiment 1
[0041] Such as figure 1 As shown, a deep foundation pit underground warehouse, comprising: a foundation pit 1, the foundation pit is in the shape of a barrel; several piles 2 are arranged circularly along the pit wall of the foundation pit 1, and are interlocked together, form a circumferentially closed retaining wall 3; the internal support structure 4 is arranged circularly along the inner wall of the retaining wall 3, and the retaining wall 3 is supported by the inner side of the retaining wall 3 toward the soil A; the pile body 2 The bottom end of is located on the bottom surface of the foundation pit 1 .
[0042] The deep foundation pit underground storeroom in this embodiment preferably includes: the inner support structure 4 includes at least one inner support ring beam, and the at least one inner support ring beam is annularly arranged along the inner wall of the retaining wall 3 .
[0043] The deep foundation pit underground warehouse of this embodiment preferably in...
Embodiment 2
[0051] This embodiment discloses a construction method for an underground storehouse in a deep foundation pit, comprising the following steps: a. Setting interlocking pile positions on a leveled construction site, wherein the pile positions are arranged in a circle; b. Drill holes on the pile positions to form pile holes, pour concrete or cement soil into the pile holes to form several pile bodies interlocking with each other, and the pile bodies are arranged in a ring to form a circumferentially closed retaining wall; c. Excavate the soil surrounded by the retaining wall to the design depth, and arrange the inner support structure circularly along the inner wall of the retaining wall, wherein the inner support structure is opposed to the soil by the inner side of the retaining wall The retaining wall forms a support, and the design depth is above the bottom of the pile body; d. Excavating the soil surrounded by the retaining wall above the bottom end of the pile body to form a...
Embodiment 3
[0058] This embodiment also discloses a construction method for a deep foundation pit underground storehouse, comprising the following steps: a. setting interlocking pile positions on the leveled construction site, wherein the pile positions are arranged in a circle; b. .Insert several prefabricated piles with an interlocking structure on the pile position, the prefabricated piles are interlocked together through the interlocking structure, the prefabricated piles are arranged in a ring and form a closed retaining wall; c. The soil surrounded by the wall is excavated to the design depth, and the inner support structure is arranged circularly along the inner wall of the retaining wall, wherein the inner support structure is supported by the inner side of the retaining wall to the soil , wherein, the design depth is above the bottom of the pile body; d. excavate the soil surrounded by the retaining wall above the bottom of the pile body to form a foundation pit, and make the pile...
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Abstract
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Application Information
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