Construction method of foundation reinforcement structure of soft soil overlaying construction waste dump

A construction waste and reinforcement structure technology, applied in the field of geotechnical engineering, can solve the problems of low constraints, easy to be polluted by soft soil, and failure to form pile bodies, etc., and achieve the effect of simple construction, favorable promotion and application, and effective implementation

Inactive Publication Date: 2019-10-18
CHINA RAILWAY ERYUAN ENG GRP CO LTD
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Problems solved by technology

[0002] There are a large number of soft soil foundations distributed in coastal areas. When the soft soil foundation is used as a construction waste site and needs to be reused, this complex foundation needs to be reinforced. In engineering practice, there are cases of using bored piles for reinforcement. The problem is that the project investment is huge, and it is difficult for other single foundation reinforcement treatment methods to effectively deal with this complex foundation.
[0004] The above-mentioned invention patent proposes to deal with the construction waste on the soft soil, but it does not involve a suitable construction method, especially how to implement the proposed concrete mixture pile in the soft soil layer is the key to the application of the present invention, because It is difficult for traditional granular materials to form piles in soft soil. In this invention patent, concrete mixture is used. Although concrete mixture is added with concrete materials, it is difficult to form an effective pile in soft soil due to its low restraint. , and is easily polluted by soft soil and even cannot form piles
In addition, under the small constraints of soft soil, the concrete mixture is easy to spread, so the amount of concrete mixture that needs to be filled is greatly increased, and its economic efficiency becomes inconspicuous or even uneconomical.

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  • Construction method of foundation reinforcement structure of soft soil overlaying construction waste dump

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Embodiment Construction

[0021] Below in conjunction with accompanying drawing and embodiment the present invention will be further described:

[0022] refer to figure 1 , the construction method of the construction waste ground reinforcement structure of a kind of soft soil overlying construction waste site of the present invention, carry out construction according to the following steps:

[0023] ① Plane positioning of reinforced piles on the surface of the foundation;

[0024] ②At the position of the reinforcement pile, use a column hammer machine to drill holes in the foundation, and the column hammer punches to the top of the soft soil layer B of the foundation;

[0025] ③Drill vertical steel bars 1 into the soft soil layer B at circumferential intervals around the column hammer hole, and press the lower end of the vertical steel bar 1 into the hard layer A of the foundation to a certain height;

[0026] ④ Mix the concrete mixture 3, and the concrete mixture 3 is placed for less than its initia...

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Abstract

Disclosed is a construction method of a foundation reinforcement structure of a soft soil overlaying construction waste dump to ensure construction quality of reinforcement piles and reinforcement foundations and enable the foundation reinforcement structure of the soft soil overlaying construction waste dump to be effectively implemented. The structure is constructed according to the following steps: carrying out column hammer punching on a foundation to the top of a foundation soft soil layer by using a column hammer machine; inserting vertical steel bars into the foundation soft soil layerat intervals on the circumference of column hammer holes; mixing a concrete mixed material; placing deep and long gunny bags from ground to the column hammer holes with the bottom parts being placed on the top surface of the foundation soft soil layer; filling the deep and long gunny bags with the concrete mixed material in layers, and carrying out light tamping in layers by using the column hammer until the concrete mixed material is pressed into the bottom of the soft soil foundation under the restriction of the deep and long gunny bags; filling the deep and long gunny bags with an upper tamping filler in layers, and tamping the filler by using a low-energy column hammer; filling the deep and long gunny bags with the upper tamping filler in layers, and increasing column hammer tamping energy level by level in layers until to the design height of the surface of the foundation; and laying a cushion layer on the reinforcement foundation, and constructing filling work in layers.

Description

technical field [0001] The invention relates to geotechnical engineering, in particular to a construction method for a foundation reinforcement structure of a construction waste site covered with soft soil. Background technique [0002] There are a large number of soft soil foundations distributed in coastal areas. When the soft soil foundation is used as a construction waste site and needs to be reused, this complex foundation needs to be reinforced. In engineering practice, there are cases of using bored piles for reinforcement. The existing problem is that the project investment is huge, and it is difficult for other single foundation reinforcement treatment methods to effectively deal with this complex foundation. [0003] The applicant disclosed in the patent specification ZL201110056535.7 a patent specification for a construction waste site covered with soft soil. The foundation includes an underlying hard soil layer, a soft soil layer, a construction waste layer and a...

Claims

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Application Information

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IPC IPC(8): E02D3/12E02D3/046
CPCE02D3/046E02D3/123
Inventor 姚裕春李安洪周成庞应刚封志军
Owner CHINA RAILWAY ERYUAN ENG GRP CO LTD
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