Construction method of immersed tube club-footed bored concrete pile

A technology of bottom-expanding cast-in-place pile and construction method, which is applied in the construction field of sinking-tube bottom-expanding cast-in-situ pile, can solve the problems that hammering cannot reach free fall, low sinking speed, and slow sinking speed, etc., and can reach the applicable soil layer Wide, strong ability of immersed tube, fast construction speed

Inactive Publication Date: 2007-02-14
中节能建设工程设计院有限公司 +6
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Problems solved by technology

At the same time, when this construction method encounters a highly viscous soil layer, because the soil adheres to the surface of the rammer, it is not only difficult to pull out the hammer, but also cannot achieve free fall when hammering, which greatly weakens the hammering force and sinks The speed of the pipe is low, and the phenomenon of soil splashing from the inside of the pipe is serious; and when construction is carried out in a stratum with abundant groundwater and good water permeability, the water hammer effect will weaken the h

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  • Construction method of immersed tube club-footed bored concrete pile
  • Construction method of immersed tube club-footed bored concrete pile
  • Construction method of immersed tube club-footed bored concrete pile

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[0030] Such as figure 1 As shown, what adopts is the double-tube structure formed by the internal ramming tube 2 whose length is larger than the outer pile tube 4 in the clearance of the through outer pile tube 4. The bottom end of the inner ramming tube 2 is a detachable and replaceable The prefabricated closed structure 7 is pre-installed with an appropriate amount of solid fillers 6 such as coarse sand and gravel. The closed structure 7 can be selected as a tapered outer end or a flat-bottomed outer end according to construction requirements. The tops of the inner ramming tube 2 and the outer pile tube 4 are respectively provided with limiting structures 1, 3 in the form of mutually cooperating limiting rings and the like.

[0031] When the submerged soil layer is relatively weak, the side resistance and end resistance are small during the immersed tube process, and the side resistance and end resistance can be overcome at the same time. When hammering its bottom in the i...

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Abstract

A method of applying pipeline sinking and foot expanding means to construct bored concrete pile includes sinking pile pipe at certain depth of underground, loading solid packing materials including hard concrete into pile pipe and tamping them out from bottom end of pile pipe to form expanded head then depositing concrete pile body on it.

Description

technical field [0001] The invention relates to a construction method of a tube-immersed and bottom-expanding cast-in-situ pile among poured-in-place concrete piles in building foundation construction. Background technique [0002] The construction methods of concrete piles as building foundations can be divided into two categories: prefabricated concrete piles and in-situ poured concrete piles. Among them, there are many kinds of construction methods for pouring concrete piles in place, and a variety of construction equipment and construction techniques have been developed for different stratum conditions. The pile body hole forming process includes drilling, punching, digging, spiral hole forming and immersed tube hole forming. [0003] In order to increase the bearing capacity of the pile end, an enlarged head is often formed at the bottom of the pile end. Bottom expansion technology includes drilling expansion, explosion expansion, compression expansion, tamping expans...

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Application Information

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IPC IPC(8): E02D5/44E02D7/02
Inventor 王惠昌王斌王琛高世科陈追田钱锦棠
Owner 中节能建设工程设计院有限公司
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