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Sand and gravel stratum dry-excavation clay retaining wall pore-forming cast-in-place pile construction device

A construction device and cast-in-situ pile technology, which is applied in excavation, sheet pile walls, foundation structure engineering, etc., can solve problems such as weak research on rotary drilling technology and hinder the development of rotary drilling, so as to reduce construction costs and improve hole formation speed, anti-shake effect

Active Publication Date: 2018-08-31
中交中南工程局有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0006] As a new construction technology, rotary drilling rig construction is widely used, but there are more and more problems encountered in construction, such as hole collapse, hole depth deviation, reaming, shrinkage cavity, stuck drill, etc. The problem hinders the further development of rotary drilling, and the current research on rotary drilling technology in complex formations is relatively weak

Method used

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  • Sand and gravel stratum dry-excavation clay retaining wall pore-forming cast-in-place pile construction device
  • Sand and gravel stratum dry-excavation clay retaining wall pore-forming cast-in-place pile construction device
  • Sand and gravel stratum dry-excavation clay retaining wall pore-forming cast-in-place pile construction device

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Embodiment Construction

[0023] Such as Figure 1-3 As shown, the construction device for hoisting and adjusting the reinforcement cage of the cast-in-situ pile for dry-excavating clay retaining wall in gravel stratum includes a driving motor 1, a mounting base plate 2, a vertical guide rail 3, a screw rod 4, a sliding plate 5, a rotating rod a6, and a rotating rod b7 , rotating pair a8, rotating pair b9, translation pair 10, chute 11, steel wire rope 12 and horizontal plate 13; Installation base plate 2 is fixed on the crane frame; steel wire rope 12 one end is tied to the circumferential position of reinforcement cage 14, and the other end is connected with Steel wire rope hoop connection; drive motor 1 is distributed in the circumferential direction of the installation base plate 2, and the middle of the installation base plate 2 is provided with a vertical guide rail 3; the middle part of the sliding plate 5 is matched with the vertical guide rail 3, and the sliding plate 5 can 3 vertical movement...

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Abstract

The invention discloses a sand and gravel stratum dry-excavation clay retaining wall pore-forming cast-in-place pile construction device. The device comprises a drive motor, an installing base plate,a vertical guide rail, a screw, a sliding plate, a rotating rod a, a rotating rod b, a rotating pair a, a rotating pair b, a transverse movement pair, a sliding groove, a steel wire rope and a horizontal plate, a drilling machine applies pressure to achieve inversion, in-hole soil mass pore water enables clay and a hole wall surrounding soil body to be combined, a retaining wall is formed accordingly, and circulation is executed until the design hole depth is obtained. Compared with a mud retaining wall pore-forming cast-in-place pile, a hole digging cast-in-place pile clay retaining wall scheme mainly has the beneficial effects that the clay with a certain water content replaces traditional mud, the technological time is saved, the construction speed is obviously increased, meanwhile, theeconomic benefit is very obvious, the construction speed is higher, a large quantity of water resources are saved, the pile foundation project construction cost is reduced, and the wide application prospect and economic benefit are achieved.

Description

technical field [0001] The invention relates to a construction device for a hole-forming cast-in-place pile for dry-excavating clay retaining walls in gravel strata, and belongs to the technical field of bridge construction technology. Background technique [0002] In recent years, with the construction of a large number of bridges in our country, new construction techniques for bridges are constantly emerging. As a new construction technique for pile foundation construction, rotary excavation has decades of development history in the world, but in China With a history of nearly ten years, it has become a new type of pile hole construction method with the fastest development. The technology of rotary drilling and bored piles is known as "green construction technology", which has the advantages of large installed power, large output torque, and large axial pressure. , maneuverability, high construction efficiency, good pile quality and low environmental pollution, can meet th...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D15/08E02D5/36E02D17/08
CPCE02D5/36E02D15/08E02D17/08
Inventor 蒋妙强王勤富鲁泽建何凡周思峰李丙涛高斌许飞王强刘宝义
Owner 中交中南工程局有限公司