Deep-foundation-pit reservoir and construction method thereof
A construction method and foundation pit technology, which can be used in water conservancy projects, infrastructure engineering, excavation, etc., and can solve the problems of high cost and many consumables
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Embodiment 1
[0043] like figure 1 As shown, a deep foundation pit reservoir includes: 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 to form A circumferentially closed retaining wall 3; an 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 is located on the bottom surface of the foundation pit 1 .
[0044] The deep foundation pit reservoir 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 .
[0045] The deep foundation pit reservoir in this embodiment preferably includes: pile top ring beam 5, which is ring-...
Embodiment 2
[0053] This embodiment discloses a construction method for a deep foundation pit reservoir, which includes the following steps: a. setting interlocking pile positions on the leveled construction site, wherein the pile positions are arranged in a circle; b. Drilling holes on the pile positions to form pile holes, pouring concrete or cement soil into the pile holes to form several pile bodies interlocking with each other, 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 in a ring along the inner wall of the retaining wall, wherein the inner support structure is formed by the inner side of the retaining wall to the soil body The retaining wall forms a support, and the design depth is above the bottom of the pile; d. Excavate the soil surrounded by the retaining wall above the bottom of the pile to form a foundation pit, and ma...
Embodiment 3
[0060] This embodiment also discloses a construction method for a deep foundation pit reservoir, which includes 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 by the interlocking structure, the prefabricated piles are arranged in a ring, and form a closed retaining wall; c. For the retaining wall The surrounding soil 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 bo...
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