Retaining wall used for foundation pit supporting and construction method for retaining wall
A foundation pit support and construction method technology, which is applied in the direction of foundation structure engineering, excavation, sheet pile walls, 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 retaining wall for foundation pit support includes: foundation pit 1, the foundation pit is barrel-shaped; several pile bodies 2 are arranged in a ring along the pit wall of the foundation pit 1, and mutually Bite together to form a circumferentially closed wall 3; the inner support structure 4 is arranged circularly along the inner wall of the wall 3, and the wall 3 is supported by the inner side of the wall 3 towards the soil A; The bottom end of the pile body 2 is located on the bottom surface of the foundation pit 1 .
[0042] The retaining wall used for foundation pit support 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 annular along the inner wall of the wall body 3 set up.
[0043] The retaining wall used for foundation pit support in this embodiment preferably includes: pile top ring beam 5, which is ring-shaped a...
Embodiment 2
[0051] This embodiment discloses a construction method for a retaining wall used for foundation pit support, including the following steps: a. Set interlocking piles on the leveled construction site, wherein the piles are circular Arrangement; b. Drill holes on the pile site 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 circumferential seal c. Excavate the soil surrounded by the wall to the design depth, and arrange the inner support structure circularly along the inner wall of the wall, wherein the inner support structure is formed by the inner side of the wall forming support to the wall to the soil, and the design depth is above the bottom of the pile; d. Excavating the soil surrounded by the wall above the bottom of the pile to form foundation pit, and the bottom end of the pile body is supported on the bottom surface of the foundation pit. ...
Embodiment 3
[0058] This embodiment also discloses a construction method for a retaining wall used for foundation pit support, which includes the following steps: a. Setting interlocking piles on the leveled construction site, wherein the piles are circular Shape arrangement; b. Insert several prefabricated piles with occlusal structure on the pile position, the prefabricated piles are interlocked together through the occlusal 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 a design depth, and the inner support structure is arranged circularly along the inner wall of the wall, wherein the inner support structure is formed from the inner side of the wall to the soil. The wall forms a support, wherein the design depth is above the bottom of the pile; d. Excavating the soil surrounded by the wall above the bottom of the pile to form a foundation pit, and The bottom end of the pile body is supported...
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