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Three-dimensional six-face through hole vegetation block, retaining wall composed of three-dimensional six-face through hole vegetation block and construction method of retaining wall

A construction method and a technology for planting blocks, which are applied in the fields of botanical equipment and methods, container cultivation, gardening, etc., can solve problems such as negative ecological environment, inability to grow green plants, and environmental incongruity.

Inactive Publication Date: 2017-05-31
俞宗邑
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The rigid retaining wall on the bank slope is a relatively mature retaining structure type. Concrete or masonry stone gravity retaining walls are mostly used on the mountain and river bank slopes. The technical principle is to use the self-weight balance of rigid materials such as concrete The soil pressure achieves the purpose of soil retaining, but because there is no soil

Method used

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  • Three-dimensional six-face through hole vegetation block, retaining wall composed of three-dimensional six-face through hole vegetation block and construction method of retaining wall
  • Three-dimensional six-face through hole vegetation block, retaining wall composed of three-dimensional six-face through hole vegetation block and construction method of retaining wall
  • Three-dimensional six-face through hole vegetation block, retaining wall composed of three-dimensional six-face through hole vegetation block and construction method of retaining wall

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0053] figure 1 with figure 2 As shown, a three-dimensional six-sided through-hole planting block 1 has a regular hexahedral shape, and each surface of the planting block is provided with a through hole 11, 12, 13, 14, 15, 16, respectively, The through holes on each surface communicate with each other in the middle of the planting block 1; the through holes are circular holes or regular polygon holes;

[0054] The regular hexahedron is a cuboid, a cube or a parallelepiped;

[0055] The planting block 1 is a rigid material planting block; the rigid material is concrete, stone block, metal block, hard non-metal block.

Embodiment 2

[0057] Figure 3 to Figure 6 As shown, the retaining wall composed of three-dimensional six-sided through-hole planting blocks 1 described in Example 1, said retaining wall is composed of three-dimensional six-sided through-hole planting blocks 1 spliced ​​together;

[0058] The three-dimensional six-sided through-hole planting block 1 is in the shape of a regular hexahedron, and each surface is provided with a through hole 11, 12, 13, 14, 15, 16 respectively, and the through holes on each surface communicate with each other in the middle of the planting block 1. ;

[0059] After the three-dimensional six-sided through-hole planting blocks 1 are spliced, the through holes on adjacent surfaces of adjacent three-dimensional six-sided through-hole planting blocks are connected;

[0060] A filter body 2 is fixed in the through hole or surface of the planting block 1 on the surface of the retaining wall or the water surface. The filter body 2 is composed of a plastic grid 22 with small h...

Embodiment 3

[0065] A method for constructing a retaining wall composed of three-dimensional six-sided through-hole planting blocks described in Example 2, and the steps include:

[0066] (1) Calculation of the design section of the retaining wall. The materials and the shape of the retaining wall are calculated according to the retaining wall's retaining wall height and the external earth pressure received, so as to obtain the retaining wall The required cross-section size, and calculate the amount of materials and engineering;

[0067] (1.1) The external force calculation of the retaining wall is mainly affected by the horizontal earth pressure, according to the static earth pressure G X Calculation,

[0068]

[0069] b: width, take the unit width of the retaining wall as 1.0m;

[0070] r S : Saturated bulk density of soil;

[0071] H s : Filling height;

[0072] Friction angle in soil;

[0073] (1.2) Calculation of retaining wall structure, the anti-sliding stability safety factor K of retaining ...

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Abstract

The invention discloses a three-dimensional six-face through hole vegetation block. The vegetation block is a regular hexahedron shape. A through hole is formed in each face of the vegetation block. The through holes in the faces communicate with one another at the middle portion of the vegetation block. The invention further discloses a retaining wall composed of the three-dimensional six-face through hole vegetation block and a construction method of the retaining wall. After the three-dimensional six-face through hole vegetation block is adopted as a bricking body to be constructed into the retaining wall, the through holes are filled with earth materials and communicate with one another to form a mutually-communicating soil body three-dimensional channel, surface rainwater can permeate into a soil body in the retaining wall through the channel, growth conditions are provided for plants, and therefore plants can grow, the technical problem that plants cannot grow on the surface of an open air face or a water facing face of the retaining wall is solved, and the problem that an existing retaining wall rigid material cuts off the ecological relation between soil and river is also solved. According to the three-dimensional six-face through hole vegetation block, the retaining wall composed of the three-dimensional six-face through hole vegetation block and the construction method of the retaining wall, the retaining wall and the natural environment are integrated, and the retaining wall is a novel retaining wall type meting the ecological requirement and the engineering technical requirement.

Description

Technical field [0001] The invention belongs to the technical field of lining protection engineering, and specifically relates to a three-dimensional six-sided through-hole planting block for river course and bank slope lining protection engineering. Background technique [0002] The bank slope rigid retaining wall is a relatively mature type of retaining structure. The concrete or mortar-masonry stone gravity retaining wall is mostly used at the mountain and river bank slopes. The technical principle is to use the weight balance of rigid materials such as concrete. The soil pressure achieves the purpose of retaining the soil, but because the rigid material has no soil and water in the body, and no necessary conditions for plant growth, green plants cannot grow on the surface, which is extremely incompatible with the environment, resulting in a reduction in the green area of ​​the bank slope and cutting off the soil and The ecological connection of rivers brings negative effects ...

Claims

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Application Information

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IPC IPC(8): E02B3/14A01G9/02
CPCA01G9/025E02B3/14
Inventor 俞宗邑俞天翔俞舟舟
Owner 俞宗邑