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Method of channel occupation and foot protection construction using geogrid structure

A geogrid and structure technology, applied in water conservancy projects, marine engineering, coastline protection and other directions, can solve the problems of large temperature influence, large material consumption, construction restrictions, etc., and achieves slight settlement deformation, high construction efficiency, Stable quality effect

Active Publication Date: 2016-03-02
宁夏防汛抗旱指挥部办公室 +4
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] However, the problems existing in river channel encroachment construction using grass soil should not be ignored: ①The construction process is relatively cumbersome, especially the rolling and sinking links; ②The labor force required for each link of the construction is relatively large, and the construction efficiency is relatively low; ③ A large amount of rice straw is needed for the production of the bamboo body, but the price of rice straw is increasing year by year, and it is difficult to purchase; at the same time, the length of the straw is shortened due to mechanical harvesting, which brings difficulties to the production of the bamboo body and affects the quality of the bamboo body to a certain extent; It is long and needs to be paved in layers, so there are certain requirements for the site when making it, and the sinking has certain requirements for the slope of the terrain, which brings certain restrictions to the construction
⑤ The shrub is a cylinder with large volume and low rigidity. It is difficult to control the balance when the flow is large, and it is prone to bending, twisting and deformation of the shim, or it will roll upright or even be broken and washed away under the impact of water flow, which will affect the occupation project. quality and progress; ⑥During construction, a large number of people gathered on the limited working surface to push the dam, and the working surface was crowded, posing a great safety hazard; Cracks endanger engineering safety
However, if soaked in water for a long time, the lead wire is prone to corrosion and fracture. Over time, the gabion falls apart and loses its function of securing the slope, causing landslides
Concrete tetrapods also have certain problems: large material consumption and high unit price; concrete prefabrication needs to occupy a large area of ​​space, and prefabrication is greatly affected by temperature. When the temperature is low, insulation measures need to be taken to increase prefabrication costs; The construction speed is slow due to the throwing of the crane; the concrete tetrapod is easily damaged by the freeze-thaw cycle in the winter water level fluctuation area and denuded
In addition, river improvement projects are generally far away from the power supply network, and it is difficult to obtain electricity for construction, which makes the prefabricated site far away from the construction site and increases transportation costs

Method used

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  • Method of channel occupation and foot protection construction using geogrid structure

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0037] Example 1: Occupation of grid soil pillow

[0038] The method for channel encroachment construction using grid soil pillows includes the following steps:

[0039](1) Production of soil pillow steel mold: The soil pillow steel mold is usually made of 50×50×6mm equilateral angle steel, 32mm×3mm seamless steel pipe with outer diameter, 3mm thick galvanized steel plate and other materials, and the top and bottom are not open. Box type, the external dimensions are length × width × height = 2.0m × 1.0m × 1.0m. Four suspension rings are welded on its upper edge, which is convenient for lifting with wire ropes. The matching sling is galvanized steel strand or prestressed steel strand with a diameter of 12mm. In some places, according to the actual needs of the project, the external dimensions of the steel mold are length × width × height = 1.0m × 1.0m × 1.0m.

[0040] (2) Cutting of geogrid: The geogrid is made of polypropylene bidirectional grid, the transverse and longitud...

Embodiment 2

[0044] Example 2: Occupation of grilled gabions

[0045] The method of using grid gabion for river channel occupation construction includes the following steps:

[0046] (1) Grid mesh cutting: adopt polypropylene bidirectional grid, the transverse and longitudinal tensile strength is 30KN / m, the mesh size is 4.5×4.5cm, the width is 4m, the carbon black content is greater than 2%, and evenly distributed. In order to meet the design requirements and reduce the waste of grid materials at the same time, after many comparative tests, the optimal cutting plan is determined as follows: a single grid gabion is tied with 2 pieces of geogrids of different sizes, and the sizes are 1.3×4m and 1.5×4m respectively , the volume of a single grid gabion is 2m 3 .

[0047] (2) Stone filling and binding: Lap the cut two pieces of grid net vertically and horizontally into a "T" shape, the lap width is not less than 10cm, and use HDPE binding rope 1 to zigzag the grid 2 Bind it to connect it i...

Embodiment 3

[0049] Example 3: Construction of grid gabion foot protection

[0050] In Zhongwei Yongfeng No. 5 team, we tried to use geogrid gabion structure instead of traditional concrete tetrapod. The specific method is:

[0051] (1) Grid mesh cutting: adopt polypropylene bidirectional grid, the transverse and longitudinal tensile strength is 30KN / m, the mesh size is 4.5×4.5cm, the width is 4m, the carbon black content is greater than 2%, and evenly distributed. In order to meet the design requirements and reduce the waste of grid materials at the same time, after many comparative tests, the optimal cutting plan is determined as follows: a single grid gabion is tied with 2 pieces of geogrids of different sizes, and the sizes are 1.3×4m and 1.5×4m respectively , the volume of a single grid gabion is 2m 3 .

[0052] (2) Stone filling and binding: Lap the cut two pieces of grid net vertically and horizontally into a "T" shape, the lap width is not less than 10cm, and use HDPE binding r...

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Abstract

A geotechnical grid structure body comprises a geotechnical grid shell and filler wrapped in the geotechnical grid shell, wherein the filler is earth material or stone material. When the filter is the earth material, the geotechnical grid structure body is a grid soil pillow, and when the filter is the stone material, the geotechnical grid structure body is a grid gabion. A preparation method of the geotechnical grid structure body includes following steps: (1) selecting geotechnical grids appropriate in tensile strength according to use, and tailoring the geotechnical grids into pieces of the appropriate size; (2) colligating the pieces of the geotechnical grids so as to form the geotechnical grid shell; (3) filling the geotechnical grid shell with the filler, and sealing the geotechnical grid shell. The invention further discloses a method of using the grid soil pillow and the grid gabion for river regulation engineering attack and occupation and foot protection construction. The geotechnical grid structure body is used for the river attack and occupation and the foot protection construction. Sources and the number of the geotechnical grids are guaranteed. The geotechnical grid structure body is strong in corrosion resistance and ageing resistance, stable in quality, slight in settlement deformation and significant in engineering effect, and can effectively reduce construction costs, improve construction efficiency and save labor.

Description

technical field [0001] The invention belongs to the field of civil engineering, and in particular relates to a method for channel occupation and river management, in particular to a method for channel occupation and foot protection construction using a geogrid structure. Background technique [0002] In Ningxia's Yellow River governance, the dams have always used the grass-soil structure. A layer of soil and a layer of grass is used to roll into a roll with a diameter of 1.5-2.0m and a length of 7-10m. , lead wire cage or concrete tetrapod wrapping protection, and the layout types include spur dams, joint dams, stacks, bank revetments, etc. The structure is easy to obtain local materials and has a certain anti-shock capacity. It is a river control engineering measure generally adopted in Ningxia, and it is a simple and effective measure adopted in the continuous improvement and development of river control in the past dynasties. [0003] However, the problems existing in ri...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02B3/12
CPCE02B3/122E02B3/123
Inventor 朱云王新军马晓阳杜正礼毕顺华岳志春朱思远夏飞陆立国王旭龙李晓兵马学文
Owner 宁夏防汛抗旱指挥部办公室