CN111779003B - Assembled sun-proof soil fixing method and system for stacking soil - Google Patents

Assembled sun-proof soil fixing method and system for stacking soil Download PDF

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Publication number
CN111779003B
CN111779003B CN202010697592.2A CN202010697592A CN111779003B CN 111779003 B CN111779003 B CN 111779003B CN 202010697592 A CN202010697592 A CN 202010697592A CN 111779003 B CN111779003 B CN 111779003B
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soil
covering
air bag
layer
soil structure
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CN111779003A (en
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杨永红
徐玉飞
曾钊
鲜晓东
程银行
王晓丽
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China Construction Eighth Engineering Divion Southern Construction Co Ltd
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China Construction Eighth Engineering Division Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • E02D17/202Securing of slopes or inclines with flexible securing means
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/13Geometrical or physical properties having at least a mesh portion
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2220/00Temporary installations or constructions
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0045Composites
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/40Miscellaneous comprising stabilising elements

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

The invention relates to an assembled sun-proof soil fixing method and system for stacking soil, wherein the method comprises the following steps: trimming the stacked soil to form a soil structure with a smooth surface; providing a covering structure, laying the covering structure on the soil structure, and covering the soil structure through the covering structure; and providing a reinforcing net, covering the reinforcing net on the covering structure, fixing the edge of the reinforcing net at the periphery of the soil structure, and pressing the covering structure on the soil structure through the reinforcing net. The invention adopts the covering structure to completely cover the soil structure, thereby avoiding the loss of soil, avoiding the problem of soil cleaning and avoiding the problem of environmental pollution. Adopt the fixed structure that covers of reinforcing net, have higher firm intensity and stability. The sun-proof soil-fixing system and the method are convenient to install and disassemble and can be repeatedly used, and the engineering cost can be saved.

Description

Assembled sun-proof soil fixing method and system for stacking soil
Technical Field
The invention relates to the field of building construction engineering, in particular to an assembled sun-proof soil fixing method and system for stacking soil.
Background
At present, earthwork excavation is involved in the development and construction of urban high-rise buildings, super high-rise buildings and underground spaces. When the existing building construction is used for earth excavation, most of the earth excavated is required to be stacked on the flat ground, so that materials can be taken nearby during later backfilling. Under the influence of weather, if strong wind and rainwater weather appear, the soil piled on the ground and excavated can be blown away by strong wind and taken away by rainwater, so that the soil is lost, and the environment around construction is influenced.
In order to reduce the influence of the stacked soil on the environment, a construction method generally covers a layer of black mesh on the soil. The black mesh cloth can prevent the sun from directly irradiating on the soil on one hand, and can also prevent the soil from being blown away along with wind to form dust pollution on the other hand; in addition, under the effect of black screen cloth, can reduce earth to a certain extent and run off along with the rainwater.
However, the mesh of the black mesh cloth is large, the mesh line thickness of the mesh cloth is small, and the black mesh cloth has a weak soil fixing effect on stacked soil. Under the action of rainwater, some soil still flows away along with the rainwater in the stacked soil, so that the soil is difficult to clean and pollutes the environment. In addition, the black mesh cloth is fixed by pressing a heavy object, so that the fixation is not firm, and the black mesh cloth is often partially lifted by strong wind, so that the soil fixation effect is influenced.
Disclosure of Invention
The invention aims to overcome the defects of the prior art, provides an assembled sunscreen soil fixing method and system for stacking soil, and solves the problems of poor firmness, easy soil loss, high cleaning difficulty, environmental pollution and the like in the conventional mode of covering and fixing soil by using black mesh cloth.
The technical scheme for realizing the purpose is as follows:
the invention provides an assembled sun-proof soil fixing method for stacking soil, which comprises the following steps:
trimming the stacked soil to form a soil structure with a smooth surface;
providing a covering structure, laying the covering structure on the soil structure, and covering the soil structure through the covering structure; and
and providing a reinforcing net, covering the reinforcing net on the covering structure, fixedly arranging the edge of the reinforcing net at the periphery of the soil structure, and pressing the covering structure on the soil structure through the reinforcing net.
The invention adopts the covering structure to completely cover the soil structure, has better protection effect compared with the mesh cloth, can avoid the loss of soil, avoids the problem of soil cleaning and avoids the problem of environmental pollution. The invention adopts the reinforcing net to cover the covering structure to fix the covering structure, has higher firm strength and stability, can ensure that the covering structure is always attached to the soil structure, and ensures the protection effect. The covering structure and the reinforcing net adopt an assembly type structure, are convenient to install and disassemble, can be repeatedly used, and can save engineering cost.
The invention further improves the assembled sun-proof soil fixing method for piling soil, which also comprises the following steps: excavating around the bottom of the soil structure to form a drainage ditch;
communicating the excavated drain channel with an adjacent drain system;
and extending the end part of the covering structure into the corresponding drainage channel.
The invention further provides an improvement of the assembled sunscreen soil-fixing method for stacking soil, wherein a covering structure is provided, and the step of laying the covering structure on the soil structure comprises the following steps:
providing a geotextile grid, covering the geotextile grid on the soil structure, and partially embedding the geotextile grid into the soil structure;
providing a breathable layer and a non-breathable layer, detachably attaching the non-breathable layer to the breathable layer, covering the breathable layer on the geotextile grille, and arranging the non-breathable layer outwards so as to finish laying of the covering structure.
The assembled sun-proof soil fixing method for stacking soil is further improved in that the provided air-permeable layer is connected with a fastening column, and an inflation cavity is formed inside the fastening column and can be inflated and deformed;
when the breathable layer is laid, supporting holes are punched in the soil structure, the fastening columns are inserted into the corresponding supporting holes, after the breathable layer is covered, the fastening columns are inflated in the inflation cavities of the fastening columns so that the fastening columns are tightly supported in the supporting holes, and the breathable layer is fixed on the soil structure.
The invention further improves the assembled sun-screening soil-fixing method for stacking soil, wherein the fastening column connected on the air-permeable layer comprises a connector connected with the air-permeable layer, an inner air bag connected with the connector and an outer air bag connected with the connector;
the outer air bags are multiple and are arranged around the outer side of the inner air bag;
the inner air bag is in a conical shape with a small top and a large bottom after being inflated;
before the fastening columns are inserted into the corresponding supporting holes, the outer air bag is inflated, and the inflated outer air bag is inserted into the corresponding supporting holes;
and inflating the inner air bag to expand the inner air bag and prop the outer air bag outwards, so that the inner air bag and the outer air bag are tightly propped in the supporting hole.
The present invention also provides an assembled sunscreen soil stabilization system for stacking soil for covering a finished soil structure, the sunscreen soil stabilization system comprising:
the covering structure is laid on the soil structure and covers the soil structure through the covering structure; and
the cover is located the reinforcing net on the structure, the edge of reinforcing net set firmly in earth structure periphery, through the reinforcing net will the structure that covers compress tightly in on the earth structure.
The assembled sun-proof soil-fixing system for stacking soil is further improved in that the assembled sun-proof soil-fixing system further comprises a drainage channel arranged around the bottom of the soil structure, and the drainage channel is communicated with an adjacent drainage system;
the end parts of the covering structures extend into the corresponding drainage channels.
The assembled sun-proof soil-fixing system for stacking soil is further improved in that the covering structure comprises a geotextile grid covered on the soil structure, a breathable layer covered on the geotextile grid and a non-breathable layer detachably attached on the breathable layer; the air-impermeable layer is arranged outwards.
The assembled sun-proof soil fixing system for stacking soil is further improved in that the air-permeable layer is connected with a fastening column, and an inflation cavity is formed inside the fastening column and can be inflated and deformed;
and when the breathable layer is laid, the fastening columns are inserted into the corresponding supporting holes and are inflated into the inflation cavities so that the fastening columns are tightly supported in the supporting holes, and the breathable layer is fixed on the soil structure.
The assembled sun-proof soil-fixing system for stacking soil is further improved in that the fastening column comprises a connector connected to the breathable layer, an inner air bag connected to the connector and a plurality of outer air bags connected to the connector;
the outer air bag is arranged around the outer side of the inner air bag;
the inner air bag is in a conical shape with a small top and a large bottom after being inflated, and the inner air bag is inflated and expanded to prop the outer air bag outwards, so that the inner air bag and the outer air bag are tightly propped in the supporting hole.
Drawings
FIG. 1 is a schematic structural view of the assembled sunscreen soil stabilization system for stacking soil according to the present invention.
FIG. 2 is an exploded view of the cover structure of the assembled sunscreen soil stabilization system of the present invention.
FIG. 3 is a schematic view of the fastening post of the assembled sunscreen soil stabilization system with soil stacked therein according to the present invention.
Fig. 4 is a partial cross-sectional view of the fastening post shown in fig. 3.
Fig. 5 is a schematic structural view of a connector of a fastening column in the assembled sunscreen soil stabilization system for depositing soil according to the present invention.
Detailed Description
The invention is further described with reference to the following figures and specific examples.
Referring to fig. 1, the invention provides an assembled sunscreen soil fixing method and system for stacking soil, wherein a covering structure is laid on a soil stacking structure to isolate the stacked soil from the outside air, so that outside rainwater cannot enter the stacked soil through the covering structure, and the stacked soil cannot be diffused into the outside air through the covering structure, thereby realizing sunscreen on the stacked soil, effectively avoiding diffusion of the stacked soil and loss along with rainwater, reducing loss of the soil along with rainwater, realizing the purpose of soil fixing, reducing pollution of the soil to the environment, and being more environment-friendly. Utilize the fixed cover structure of reinforcing net, can be with the closely laminating of cover structure on stacking earth, avoid stacking collapsing of earth, newly-increased earth is stacked or is clear away when stacking earth, demolishs the reinforcing net, and the cover structure interface is played in the rolling, and whole system adopts the assembled structure, but repeated reuse reduces engineering cost. The covering structure adopts the fastening column to inflate and fasten, can guarantee the integrality of covering structure, and whole water-proof effects is good, fills the gassing and realizes covering structure's installation and dismantlement for convenient and fast is torn open in ann. In addition, the air-impermeable layer is detachably connected to the air-permeable layer, the air-impermeable layer can be detached in sunny weather, normal air permeability of soil is realized, and heat and water can circulate automatically. The present invention is assembled sun-proof soil fixing method and system with deposited soil and is described in the following.
Referring to fig. 1, a schematic diagram of the present invention is shown illustrating the construction of the assembled sunscreen soil stabilization system for stacking soil. The present invention will be described with reference to fig. 1, wherein the present invention is an assembled sunscreen soil stabilization system for soil stacking.
As shown in fig. 1, the assembled sunscreen soil stabilization system for stacking soil according to the present invention is used for protecting soil stacked on a ground 10, the soil stacked on the ground 10 is trimmed to form a soil structure 11, and the surface of the trimmed soil structure 11 is flat, and the sunscreen soil stabilization system according to the present invention includes a cover structure 21 and a reinforcing net 22, the cover structure 21 is laid on the soil structure 11, the cover structure 21 covers the soil structure 11, and the cover structure 21 has sunscreen and waterproof and airtight functions, so that the soil structure 11 can be effectively protected. The reinforcing net 22 is covered on the covering structure 21, the edge of the reinforcing net 22 is fixed at the periphery of the soil structure 11, and the covering structure 21 is pressed on the soil structure 11 through the reinforcing net 22.
The sun-proof soil-fixing system of the invention utilizes the covering structure 21 covering the soil structure 11 to protect the soil structure 11, thereby preventing the soil body in the soil structure 11 from losing and avoiding the soil body from being washed away by rainwater. The covering structure 21 is fixed by the reinforcing net 22, and the covering structure 21 is tightly pressed on the soil structure 11 by the reinforcing net 22, so that the protection of the covering structure 21 is firmer and more reliable.
In one embodiment of the present invention, as shown in fig. 1, the solar protection soil stabilization system further includes a drain channel 23 disposed around the bottom of the soil structure 11, the drain channel 23 being in communication with an adjacent drain system, and the end of the cover structure 21 extending into the corresponding drain channel 23. The cover structure 21 has a rain-proof function, and the end of the cover structure 21 extends into the drain channel 23, so that when it rains, the cover structure 21 prevents rainwater from entering the soil structure 11, and the rainwater is guided by the surface of the cover structure 21 to flow into the drain channel 23 and then be drained into an adjacent drainage system through the drain channel 23. The soil loss caused by rainwater washing away the soil in the soil structure 11 is avoided, and the purpose of soil fixation is realized.
Preferably, when the stacked soil is trimmed, the stacked soil is trimmed to have a prismoid structure, that is, the profile of the soil structure 11 has a prismoid shape, the size of the bottom is larger than that of the top, and the soil structure 11 has a prismoid shape in the example shown in fig. 1. The side of the soil structure 11 is an inclined surface, which facilitates the diversion of rainwater.
Further, after the end of the covering structure 21 extends into the drainage channel 23, the end is attached to the side wall of the drainage channel 23 and is fixedly connected to the corresponding side wall. Preferably, the fixing of the end is achieved by pressing the corresponding end of the covering structure 21 with a pressure plate fixedly attached to the side wall of the drain channel 23.
Preferably, the drain channel 23 communicates with an adjacent drainage system, which may be a municipal drainage system or a sump dug in a construction area, through the drain channel.
In one embodiment of the present invention, as shown in fig. 2, the covering structure 21 includes a geotextile grid 211 fixed on the soil structure 11, an air permeable layer 212 covering the geotextile grid 211, and an air impermeable layer 213 detachably attached on the air permeable layer 212; the gas impermeable layer 213 is disposed outwardly. The air-impermeable layer 213 is used to isolate rain, and preferably, the air-impermeable layer 213 also has a sunscreen effect. The air-impermeable layer 213 is preferably made of a sun-proof waterproof cloth. The air permeable layer 212 is preferably a mesh cloth with fine mesh.
In a preferred embodiment, the air-permeable layer 212 has a plurality of air-permeable areas, the air-permeable areas are provided with a plurality of air-permeable holes to realize the air-permeable function, the air-permeable layer 212 is an air-impermeable area except the air-permeable area, the air-impermeable area is used for realizing the function of fixing the air-permeable layer 212, and the air-impermeable area is fixed on the soil structure 11 by using a fastener. Preferably, the air-impermeable layer 213 adopts a splicing structure, the air-impermeable layer 213 is detachably covered on the air-permeable layer 212 by using a fastener or a magic tape, and the soil structure 11 can be contacted with the outside through the air-permeable area by detaching the air-impermeable layer 213 corresponding to the air-permeable area.
In one embodiment of the present invention, as shown in fig. 2, a fastening column 214 is connected to the air-permeable layer 212, and an inflation cavity is formed inside the fastening column 214 and is inflatable and deformable; the soil structure 11 is provided with support holes, and when the breathable layer 212 is laid, the fastening columns 214 are inserted into the corresponding support holes and inflated into the inflation cavities so that the fastening columns 214 are tightly supported in the support holes, and the breathable layer 212 is fixed on the soil structure 11.
Further, as shown in fig. 3 and 4, the fastening column 214 includes a connector 2141 connected to the gas permeable layer 212, an inner bladder bag 2142 connected to the connector 2141, and a plurality of outer bladder bags 2143 connected to the connector 2141; the outer bag 2143 is enclosed outside the inner bag 2142; the inner airbag 2142 is in a conical shape with a small top and a large bottom after being inflated, the outer airbag 2143 has a certain supporting strength after being inflated and expanded, the outer airbag 2143 can be inserted into the corresponding supporting hole, and then the inner airbag 2142 and the outer airbag 2143 are inflated and expanded to support the outer airbag 2143 outwards, so that the inner airbag 2142 and the outer airbag 2143 are tightly supported in the supporting hole, and the ventilation layer 212 is fastened on the soil structure 11. The outer airbag 2143 is shaped like a strip after being inflated, a plurality of outer airbag 2143 are enclosed at intervals outside the inner airbag 2142, and a gap is formed between two adjacent outer airbag 2143.
Preferably, in order to facilitate inflation of the inner and outer airbag bags 2142 and 2143 of the fastening post 214, a plurality of rows of inflation tubes are disposed on the breathable layer 212, the inflation port of the inner airbag bag 2142 is connected to one row of inflation tubes, the inflation port of the outer airbag bag 2143 is connected to another row of inflation tubes, the inflation tubes connected to the inner airbag bag 2142 are connected to each other through a first connection tube, the inflation tubes connected to the outer airbag bag 2143 are connected to each other through a second connection tube, the first and second connection tubes leave a first inflation port and a second inflation port at one end side of the breathable layer 212, and the connection of the first and second inflation ports allows inflation of the inner and outer airbag bags 2142 and 2143.
Furthermore, the connecting head 2141 is in a column shape and is disposed on the outer surface of the air permeable layer 212, and when the air impermeable layer 213 is disposed on the air permeable layer 212, a through hole is reserved on the air impermeable layer 213 corresponding to the connecting head 2142 to expose the connecting head 2142. As shown in fig. 5, the peripheral wall of the columnar connector 2141 is recessed inward to form an annular groove 2144. When the reinforcing net 22 is covered, the connectors 2141 are exposed from the meshes of the reinforcing net 22, then the connectors 2141 are transversely and longitudinally connected with reinforcing ropes, the reinforcing ropes are wound on the annular caulking grooves 2144 for a circle and connect the connectors in the same row or the same column together, and the reinforcing net 22 is pressed through the reinforcing ropes, so that the reinforcing net 22 can be tightly attached to the breathable layer 213, and the reinforcing effect is achieved. The ends of the reinforcing cords may be secured to the connection heads on the end sides or to the ground 10 around the earth structure 11.
Preferably, the reinforcing mesh 22 is a steel mesh.
The following is a description of the installation process of the present invention.
After soil is piled up in the maintenance, cover geotechnological cloth grid on the earth structure earlier, when laying geotechnological cloth grid, let geotechnological cloth grid have the part to be embedded into in the earth structure, the position that corresponds fastening post on the earth structure is beaten and is established a guard aperture, lay ventilative layer on geotechnological cloth grid, can connect on ventilative layer with ventilative layer detachable earlier when laying ventilative layer, ventilative layer can be laid with ventilative layer like this together, aerify the outer gasbag bag on ventilative layer, and insert the corresponding guard aperture with outer gasbag bag, extend to in the escape canal and press admittedly with the tip on ventilative layer. After the breathable layer and the air-impermeable layer are covered, the inner air bag is inflated, so that the inner air bag is expanded and tightly supported in the supporting hole together with the outer air bag, and the breathable layer and the air-impermeable layer are fixed. And then, laying a reinforcing net on the air-impermeable layer, covering the reinforcing net on the air-impermeable layer, applying force to the end part of the reinforcing net to enable the reinforcing net to tighten the air-impermeable layer, and tightly pressing the air-impermeable layer on the soil structure through the reinforcing net. The end parts of the reinforcing nets are fixed on the bottom surface around the bottom of the soil structure. And then, the reinforcing ropes are tied and fixed at the joints of the fastening columns, and the reinforcing ropes are transversely and longitudinally arranged to play a role in reinforcing, so that the connection firmness of the reinforcing net and the covering structure is improved. When the sun-proof soil-fixing system is dismantled, the connection is released, and the sun-proof soil-fixing system is dismantled from outside to inside in sequence.
The invention also provides an assembled sun-proof soil fixing method for piling soil, which is explained below.
The invention relates to an assembled sun-proof soil fixing method for stacking soil, which comprises the following steps:
as shown in fig. 1 and 2, the stacked soil is trimmed to form a flat-surfaced soil structure 11;
providing a covering structure 21, laying the covering structure 21 on the soil structure 11, and covering the soil structure 11 through the covering structure 21; and
providing a reinforcing net 22, covering the covering structure 21 with the reinforcing net 22, fixing the edge of the reinforcing net 22 at the periphery of the soil structure 11, and pressing the covering structure 21 onto the soil structure 11 through the reinforcing net 22.
The invention adopts the covering structure to completely cover the soil structure, has better protection effect compared with the mesh cloth, can avoid the loss of soil, avoids the problem of soil cleaning and avoids the problem of environmental pollution. The invention adopts the reinforcing net to cover the covering structure to fix the covering structure, has higher firm strength and stability, can ensure that the covering structure is always attached to the soil structure, and ensures the protection effect. The covering structure and the reinforcing net adopt an assembly type structure, are convenient to install and disassemble, can be repeatedly used, and can save engineering cost.
In one embodiment of the present invention, the method for sun-screening and soil-fixing further comprises: digging around the bottom of the soil structure 11 to form a drainage ditch 23;
communicating the excavated drain channel 23 with an adjacent drain system;
the ends of the covering structure 21 are extended into the corresponding drain channels 23.
In one embodiment of the invention, the covering structure 21 is provided, and the step of laying the covering structure 21 on the soil structure 11 comprises:
providing a geotextile grid 211, covering the geotextile grid 211 on the soil structure 11, and partially embedding the geotextile grid 211 into the soil structure;
providing the air-permeable layer 212 and the air-impermeable layer 213, detachably attaching the air-impermeable layer 213 to the air-permeable layer 212, and covering the air-permeable layer 212 on the geotextile grille 211, so that the air-impermeable layer 213 is arranged outwards, thereby completing the laying of the covering structure 21.
The air-impermeable layer 213 is detachably connected to the air-permeable layer 212, and the air-impermeable layer 213 can be detached and opened in sunny weather, so that normal ventilation of the soil structure 11 is realized, and heat and water vapor can flow through automatically.
In one embodiment of the present invention, a gas permeable layer 213 is provided to which fastening pillars 214 are connected, and the fastening pillars 214 are formed with an inflatable chamber inside and are inflatable;
when the breathable layer 212 is laid, support holes are drilled in the soil structure 11, the fastening columns 214 are inserted into the corresponding support holes, after the breathable layer 212 is covered, the inflation cavities of the fastening columns 214 are inflated to enable the fastening columns 214 to be tightly supported in the support holes, and the breathable layer 212 is fixed on the soil structure.
Further, the fastening column 214 connected to the gas permeable layer 212 includes a connector 2141 connected to the gas permeable layer 212, an inner bladder bag 2142 connected to the connector 2141, and an outer bladder bag 2143 connected to the connector 2141;
the outer bag 2143 has a plurality of outer bags and is disposed around the outer side of the inner bag 2142;
the inner bladder bag 2142 is inflated to assume a tapered shape with a small top and a large bottom;
before the fastening columns 241 are inserted into the corresponding supporting holes, the outer air bag 2413 is inflated, and the inflated outer air bag 2143 is inserted into the corresponding supporting holes;
the inner bladder 2142 is inflated to inflate the inner bladder 2142 and outwardly brace the outer bladder 2143, thereby tightly bracing the inner and outer bladders 2142, 2143 within the support apertures.
And after the sun protection and soil fixation are finished, removing the reinforcing net and the covering structure.
While the present invention has been described in detail and with reference to the embodiments thereof as illustrated in the accompanying drawings, it will be apparent to one skilled in the art that various changes and modifications can be made therein. Therefore, certain details of the embodiments are not to be interpreted as limiting, and the scope of the invention is to be determined by the appended claims.

Claims (4)

1. An assembled sun-proof soil fixing method for piling soil is characterized by comprising the following steps:
trimming the stacked soil to form a soil structure with a smooth surface;
providing a covering structure, laying the covering structure on the soil structure, and covering the soil structure through the covering structure; and
providing a reinforcing net, covering the covering structure with the reinforcing net, fixedly arranging the edge of the reinforcing net at the periphery of the soil structure, and pressing the covering structure onto the soil structure through the reinforcing net;
providing a cover structure, the step of laying the cover structure over the soil structure comprising:
providing a geotextile grid, covering the geotextile grid on the soil structure, and partially embedding the geotextile grid into the soil structure;
providing a breathable layer and an air-impermeable layer, detachably attaching the air-impermeable layer to the breathable layer, and covering the breathable layer on the geotextile grille to enable the air-impermeable layer to be arranged outwards, so that the covering structure is laid;
the provided breathable layer is connected with a fastening column, and an inflation cavity is formed inside the fastening column and can be inflated and deformed;
when the air-permeable layer is laid, supporting holes are punched in the soil structure, the fastening columns are inserted into the corresponding supporting holes, and after the air-permeable layer is laid, the air is filled into the air filling cavities of the fastening columns so that the fastening columns are tightly supported in the supporting holes, so that the air-permeable layer is fixed on the soil structure;
the fastening column connected on the breathable layer comprises a connector connected to the breathable layer, an inner air bag connected to the connector and an outer air bag connected to the connector;
the outer air bags are multiple and are arranged around the outer side of the inner air bag;
the inner air bag is in a conical shape with a small top and a large bottom after being inflated;
before the fastening columns are inserted into the corresponding supporting holes, the outer air bag is inflated, and the inflated outer air bag is inserted into the corresponding supporting holes;
and inflating the inner air bag to expand the inner air bag and prop the outer air bag outwards, so that the inner air bag and the outer air bag are tightly propped in the supporting hole.
2. The assembled soil-piling sunscreen method as recited in claim 1, further comprising: excavating around the bottom of the soil structure to form a drainage ditch;
communicating the excavated drain channel with an adjacent drain system;
and extending the end part of the covering structure into the corresponding drainage channel.
3. An assembled soil-stacking sunscreen soil stabilization system for covering a finished soil structure, said sunscreen soil stabilization system comprising:
the covering structure is laid on the soil structure and covers the soil structure through the covering structure; and
the reinforcing net is covered on the covering structure, the edge of the reinforcing net is fixedly arranged at the periphery of the soil structure, and the covering structure is pressed on the soil structure through the reinforcing net;
the covering structure comprises a geotextile grid covered on the soil structure, a breathable layer covered on the geotextile grid and a detachable air-impermeable layer attached on the breathable layer; the air-impermeable layer is arranged outwards;
the breathable layer is connected with a fastening column, an inflation cavity is formed inside the fastening column, and the fastening column can be inflated and deformed;
supporting holes are punched in the soil structure, when the breathable layer is laid, the fastening columns are inserted into the corresponding supporting holes and are inflated into the inflation cavities, so that the fastening columns are tightly supported in the supporting holes, and the breathable layer is fixed on the soil structure;
the fastening column comprises a connector connected to the breathable layer, an inner air bag connected to the connector and a plurality of outer air bags connected to the connector; the outer air bag is arranged around the outer side of the inner air bag; the inner air bag is in a conical shape with a small top and a large bottom after being inflated, and the inner air bag is inflated and expanded to prop the outer air bag outwards, so that the inner air bag and the outer air bag are tightly propped in the supporting hole.
4. The soil dumped fabricated sun block soil stabilization system of claim 3 further comprising a drain channel disposed about the bottom of said soil structure, said drain channel in communication with an adjacent drain system;
the end parts of the covering structures extend into the corresponding drainage channels.
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000087357A (en) * 1998-09-14 2000-03-28 Maeda Corp Method and device for greening slope face
JP2005009306A (en) * 2003-05-26 2005-01-13 Yoshika Kk Slope protecting method
CN103410159A (en) * 2013-08-13 2013-11-27 南昌工程学院 Expansive soil cut slope support structure and construction method thereof
CN205576884U (en) * 2016-04-13 2016-09-14 四川农业大学 Piping installation soil and water conservation system
CN207160001U (en) * 2017-03-13 2018-03-30 郑州市市政工程总公司 A kind of new side slope roof-bolter structure
CN110777824A (en) * 2019-12-05 2020-02-11 黑龙江省公路勘察设计院 Highway subgrade side slope protective structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000087357A (en) * 1998-09-14 2000-03-28 Maeda Corp Method and device for greening slope face
JP2005009306A (en) * 2003-05-26 2005-01-13 Yoshika Kk Slope protecting method
CN103410159A (en) * 2013-08-13 2013-11-27 南昌工程学院 Expansive soil cut slope support structure and construction method thereof
CN205576884U (en) * 2016-04-13 2016-09-14 四川农业大学 Piping installation soil and water conservation system
CN207160001U (en) * 2017-03-13 2018-03-30 郑州市市政工程总公司 A kind of new side slope roof-bolter structure
CN110777824A (en) * 2019-12-05 2020-02-11 黑龙江省公路勘察设计院 Highway subgrade side slope protective structure

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