Profile steel cement soil pile construction method adaptive to various stratums

A cement-soil pile and cement-soil technology, applied in sheet pile walls, foundation structure engineering, construction, etc., can solve problems affecting underground engineering construction, difficulty in large-scale promotion and use, and difficulty in ensuring uniformity, achieving significant resource saving benefits , Reliable construction quality, fast and non-destructive recovery effect

Inactive Publication Date: 2015-08-05
WUHAN ZHONGLI GEOTECHN ENG
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Problems solved by technology

The disadvantage is that plain concrete is used as backfill in the pile, and a large amount of waste concrete is formed in the soil around the foundation pit, which affects the construction of subsequent underground projects; the cost of using concrete is high
The disadvantage is that the manual digging method is not suitable for the situation of groundwater, and it is banned by more and more provinces and regions due to safety reasons; the mixing of cement and soil on the ground requires a special mixing tank and mixing machinery, and the uniformity is difficult to guarantee
[0007] The above support methods all apply green support technology. In addition to the advantages and disadvantages mentioned above, due to the single hole forming method, a common disadvantage is that the applicable stratum is very single, and it is difficult to popularize and use it on a large scale.

Method used

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  • Profile steel cement soil pile construction method adaptive to various stratums
  • Profile steel cement soil pile construction method adaptive to various stratums

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Embodiment

[0034] Combine below figure 1 , figure 2 The present invention is described in further detail:

[0035] 1. Steel cement soil pile:

[0036] Such as figure 1 , figure 2 It can be seen that the shaped steel cement soil pile placed in the foundation soil 1 is composed of shaped steel 2, cement soil 4, vaseline or release agent 3, mud skin 5, and borehole 6;

[0037] From bottom to top, drill hole 6 is connected with mud skin 5, mud skin 5 is connected with cement soil 4, cement soil 4 is connected with vaseline or release agent 3, vaseline or release agent 3 is connected with section steel 2, section steel 2 is connected with installation The short steel beam 10 with slips is connected to the hook 11, the short steel beam 10 equipped with slips is connected to the jack 8, the jack is connected to the automatic oil pump through the oil pipe 9, the hook 11 is connected to the wire rope 12, and the wire rope 12 is connected to the excavator The digging head is connected.

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Abstract

The invention discloses a profile steel cement soil pile construction method adaptive to various stratums. The method comprises the following steps: (A) hole forming by a drilling machine: a rotary digging or spiral or revolving impact drilling machine is adopted to form a hole in a stratum; and a slurry protective wall is formed to a protective mud skin; (B) filling and stirring of cement soil: soil is filled into the drilling hole; cement powder is added in the drilling hole by a cement soil stirring pile machine for stirring in place to form flow plastic type cement stirring soil; (C) placing of profile steel: profile steel coated with vaseline on the surface is prepared, and is put into the drilling hole by an excavator; (D) connection with a reinforcing component: the top of a profile steel cement soil pile is connected with a ring beam reinforcing component, so that each row of profile steel cement soil piles is formed to a whole support system; and (E) recovery of profile steel: the exposed profile steel is connected with a short steel beam provided with a block; the profile steel is released from the cement soil by a jack; and after the profile steel is lifted out by the excavator, the cement soil is used for filling a left hole. The method is convenient to construct, is reliable in quality, is complete in recovery of the profile steel, is suitable for various stratums, and facilitates to be promoted and applied.

Description

technical field [0001] The invention relates to the technical fields of foundation pit support and foundation temporary treatment, and in particular relates to a construction method of steel cement-soil piles suitable for various strata. Background technique [0002] During the construction of foundation pits, underground passages, shafts, etc., many of the supporting structures are temporary and can be dismantled after the completion of the project. Some supporting projects will also bring great obstacles to the subsequent construction of the project. How to meet temporary engineering safety needs, reduce costs, reduce environmental pollution, and rationally utilize resources is a very important technical issue. As the country's requirements for building a resource-saving and environment-friendly society are getting higher and higher, it is an urgent need to achieve good economic and social benefits to achieve economic and environmental protection similar to the above-menti...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/46
Inventor 雷美清刘观仕褚为张先伟
Owner WUHAN ZHONGLI GEOTECHN ENG
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