Construction technology of inclined supporting piles for soft soil base enclosure

A technology of oblique support and construction technology, which is applied in the direction of foundation structure engineering, sheet pile walls, buildings, etc., can solve the problems of high cost of foundation pit support technology and inconvenient construction, and achieve barrier-free excavation and structural construction, Save the construction period and reduce the effect of supporting foundation pit excavation

Pending Publication Date: 2022-03-18
上海勇创环境岩土工程有限公司
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  • Description
  • Claims
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AI Technical Summary

Problems solved by technology

[0003] The technical problem to be solved by the present invention is to overcome the deficiencies in the prior art, and to provide a perfusion and bottom-expanding support pile that is easy to construct, safe, has strong resistance to upward support of the support pile foundation, reduces engineering cost, and occupies a small foundation pit. The oblique support pile construction technology used for soft soil foundation enclosure solves the technical problems of high cost and inconvenient construction of conventional foundation pit support technology, and ensures the safety and economy of foundation pit construction

Method used

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  • Construction technology of inclined supporting piles for soft soil base enclosure
  • Construction technology of inclined supporting piles for soft soil base enclosure

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Embodiment Construction

[0027] The contents of the present invention will be further described below with reference to the accompanying drawings and examples:

[0028] As shown in the figure, it is shown as a schematic schematic of the construction principle of oblique support, including supporting steel tube 1, grouting tube 2, exhaust pipe 3, high pressure grouting tube 4, grouting machine 5, hard solid structure 6, ground soil layer 7 , Pressure table 8, enclosure 9, pile cap 10, grouting hole 11 and exhaust valve 12.

[0029] A construction method for the construction process for the construction process for the oblique support pile of soft soil base enclosure:

[0030] The high-pressure jet tube of the high-pressure spuner pile machine is obliquely obliquely inserted into the cement slurry in a certain angle, so that the oblique support is smoothly implanted, and the support steel tube is obliquely implanted into a hole in a hole in a certain angle. The support steel pipe is segmented, each of which...

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Abstract

The invention discloses a construction process of an inclined supporting pile for a soft soil base enclosure, and belongs to the technical field of pile foundation construction. The construction technology comprises the steps that a high-pressure injection pipe performs oblique hole forming and rotary jet grouting on a foundation soil layer at a certain angle to inject cement paste, the cement paste and undisturbed soil of a foundation are evenly stirred and then obliquely implanted into a supporting steel pipe, the supporting steel pipe is implanted in a segmented mode, a grouting pipe and an exhaust pipe are arranged on the supporting steel pipe, and the grouting pipe and the exhaust pipe are implanted along with the supporting steel pipe at the same time; concrete pouring is conducted on the bottoms of the supporting steel pipes through the grouting pipes on the supporting steel pipes, a fixed soil improvement structure is formed at the bottom ends of the inclined supporting steel pipes and around the bottom ends of the inclined supporting steel pipes, and the soil improvement structure is solidified to form a hard supporting solid structure. The method has the advantages that the construction period of the support is shortened, barrier-free earth cutting and structural construction are achieved, excavation of the support foundation pit is reduced, and the support strength is improved.

Description

Technical field [0001] The present invention relates to a construction process for oblique support piles for soft soil base envelopes in the field of pile foundation construction. Background technique [0002] In the infrastructure project, the construction of the underground foundation is first required for the foundation pit excavation. The extension of the foundation pit excavation will inevitably causon the deformation of the surrounding soil, especially for the foundation pit excavation of the soft soil base. There is a more serious impact. The deformation and collapse of the surrounding soil will seriously endanger the normal use or safety of peripheral construction (structure), in order to avoid this situation in the deep base pit design and construction, the support system will increase the support system to stabilize the safety of the foundation pit. There are three main forms: flat support, slanting and reverse anchor technology. The traditional support technology of de...

Claims

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Application Information

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IPC IPC(8): E02D17/04E02D5/46E02D15/04
CPCE02D17/04E02D5/46E02D15/04E02D2250/003E02D2300/0029
Inventor 朱进成夏树军潘真志夷坤祁杰
Owner 上海勇创环境岩土工程有限公司
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