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Control road and method for differential settlement at exchanging position of structure

A technology of differential settlement and structures, applied in excavation, construction, soil protection, etc., can solve the problems of complex construction technology, use of many building materials, and increase in project cost, and achieve the effect of simple construction technology and great application value.

Inactive Publication Date: 2009-08-19
SHANGHAI JIAO TONG UNIV
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  • Description
  • Claims
  • Application Information

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Problems solved by technology

The invention solves the problem that the construction cost increases due to the complex construction process and the use of many building materials in the existing construction method. It can not only simplify the construction process, reduce the construction cost, shorten the construction period, but also avoid the problems caused by differential settlement. maintainance fee

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  • Control road and method for differential settlement at exchanging position of structure
  • Control road and method for differential settlement at exchanging position of structure
  • Control road and method for differential settlement at exchanging position of structure

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Embodiment Construction

[0038] The embodiments of the present invention are described in detail below in conjunction with the accompanying drawings: this embodiment is implemented on the premise of the technical solution of the present invention, and detailed implementation methods and specific operating procedures are provided, but the protection scope of the present invention is not limited to the following the described embodiment.

[0039] In this embodiment, the restoration of the foundation protection is carried out on the slope section between a certain high-grade road and the box culvert, and on-site geological survey is carried out before the specific construction. Conduct geological survey on the site where construction is required, divide the soil layer, and find out the groundwater situation in the site, determine the relevant parameters of the soil, and then determine the CBR (California Bearing Ratio) of the roadbed design, and the mixing pile in the reinforcement section Cement-soil mi...

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Abstract

The invention relates to a method for controlling differential settlement at a joint point of the road and a construction in the technical field of constructional engineering. The method comprises the steps as follows: a lower pile foundation of the construction is constructed, that is, constructing cement-soil stirring friction piles and short piles used for the partial reinforcement of a groundwork, wherein, (1) the cement-soil stirring friction piles support the load transferred from the upper part by the surrounding friction of pile bodies; (2) the short piles are piled between long piles and reinforce the soil between the long piles to ensure that an earth-retaining structure is integrated as a whole when excavating; a second step is the treatment of the groundwork within a slope junction section which comprises constructing deep stirring piles with variable lengths and a road of the slope junction section with the range of the protection of a soft soil foundation of the slope junction section; a third step is constructing a bedding course and a structure of the construction; a fourth step is constructing a modified plate within the range of the protection of the groundwork of the slope junction section; and a fifth step is paving the road. The invention not only can simplify the construction technology, reduce the construction expense and shorten the construction period but also can avoid the maintenance expense caused by the differential settlement.

Description

technical field [0001] The invention relates to a soft soil foundation treatment method in the technical field of construction engineering, in particular to a method for controlling differential settlement at junctions of roads and structures. Background technique [0002] For roads built on soft ground, when there are structures such as bridges and box culverts, vehicles will bounce back when passing through the junction of these roads and structures, which is referred to as the phenomenon of "jumping at the bridge head". The reason for this phenomenon is that there is a large differential settlement between the structure and the road. According to the actual test on site, when the differential settlement is 1cm and the driving speed is greater than 50km / h, passengers will feel a slight jumping sensation. When the differential settlement reaches 3cm and the driving speed is greater than 40km / h, passengers will have a very obvious sense of bouncing. When the differential s...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D3/00E02D27/28E02D5/34E02D17/20E02D3/10
Inventor 沈水龙孙文娟马磊罗春泳
Owner SHANGHAI JIAO TONG UNIV
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