CN220827769U - Geotechnical container and protective structure - Google Patents
Geotechnical container and protective structure Download PDFInfo
- Publication number
- CN220827769U CN220827769U CN202322471466.7U CN202322471466U CN220827769U CN 220827769 U CN220827769 U CN 220827769U CN 202322471466 U CN202322471466 U CN 202322471466U CN 220827769 U CN220827769 U CN 220827769U
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- China
- Prior art keywords
- geotechnical
- container
- lateral wall
- partition
- wall
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- 230000001681 protective effect Effects 0.000 title claims abstract description 13
- 238000005192 partition Methods 0.000 claims abstract description 44
- 239000000945 filler Substances 0.000 claims description 23
- 238000009958 sewing Methods 0.000 claims description 4
- 230000008901 benefit Effects 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 5
- 239000004744 fabric Substances 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 abstract description 2
- 229910052799 carbon Inorganic materials 0.000 abstract description 2
- 230000007613 environmental effect Effects 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 11
- 239000004746 geotextile Substances 0.000 description 8
- 239000000463 material Substances 0.000 description 4
- 239000004576 sand Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000003628 erosive effect Effects 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000006424 Flood reaction Methods 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model provides a geotechnical container and a protective structure, wherein the geotechnical container comprises a bottom wall, two first side walls and two second side walls, wherein the bottom wall, the two first side walls and the two second side walls are all made of geotechnical fabrics, the two first side walls are oppositely arranged on two sides of the bottom wall in the first direction, the two second side walls are oppositely arranged on two sides of the bottom wall in the second direction, a containing cavity is formed by surrounding the two first side walls and the two second side walls, and an opening is formed in the upward direction of the containing cavity; at least one partition is arranged in the accommodating cavity, two sides of the partition are respectively connected with the two first side walls, the partition divides the accommodating cavity into at least two unit cells, and the top surface of the partition is lower than the first side wall and the second side wall, so that the first side wall and the second side wall can be folded above the partition to block the opening of the accommodating cavity; the protective structure comprises the geotechnical container. The utility model has the advantages of firmness, durability, wide application, convenient transportation, convenient installation and construction, low carbon, environmental protection and high economic benefit.
Description
Technical Field
The utility model relates to the field of geotextiles, in particular to a geotextile container and a protective structure.
Background
As shown in fig. 1, there is a construction protection type geotechnical assembly in the prior art, which includes a plurality of cells 20 spliced with each other, in which the cells 20 are used for placing sand, and each cell 20 is surrounded by a composite geotechnical cloth. The geotechnical assembly is arranged on the periphery of the pier or the building pile foundation to form an effective protection structure, so that the pier or the building pile foundation is prevented from being washed by river water.
However, the top of the building protection type geotechnical assembly is arranged in an open mode and is only applicable to areas with shallower river water; for areas where the river water is deep, sand and stones in the cells are easy to run off from the openings because the river water floods the top of the geomodule. Moreover, since the peripheral side walls of each cell have the same height, particularly the connecting walls between two adjacent cells have the same height, after filling sand, the upper part of the cell is difficult to be sewn, and even if the cell is barely sewn, the closing effect is poor.
Disclosure of utility model
A first object of the present utility model is to provide a geotechnical container that is convenient for both filling with a filler and sealing.
A second object of the present utility model is to provide a protective structure comprising the above-mentioned geotechnical container.
In order to achieve the first object, the geotechnical container provided by the utility model comprises a bottom wall, two first side walls and two second side walls, wherein the bottom wall, the first side walls and the second side walls are all made of geotechnical fabrics, the two first side walls are oppositely arranged on two sides of the bottom wall in a first direction, the two second side walls are oppositely arranged on two sides of the bottom wall in a second direction, a containing cavity is formed by surrounding the two first side walls and the two second side walls, and the containing cavity is provided with an opening upwards; the accommodating cavity is internally provided with at least one partition, two sides of the partition are respectively connected with the two first side walls, the partition divides the accommodating cavity into at least two unit cells, and the top surface of the partition is lower than the first side walls and the second side walls, so that the first side walls and the second side walls can be folded to the upper parts of the partition to seal the opening of the accommodating cavity.
According to the scheme, the opening of the accommodating cavity is upward, so that the filling material can be conveniently filled into the geotechnical container, the opening is large, and the filling operation is convenient; through setting up the top surface that cuts off to be less than first lateral wall and second lateral wall, after filling the filler, can fold first lateral wall and second lateral wall upset to cut off and filler top to this opening of shutoff is favorable to preventing that the filler from leaking.
The first side wall and the second side wall are connected together in a sewing mode after being folded and the opening is plugged.
It can be seen from the above that by joining the first and second side walls together by stitching, further protection from filler leakage is facilitated.
Further, the distance from the top surface of the partition to the top surface of the first side wall is smaller than the distance from the top surface of the partition to the bottom wall.
The bottom surface of the partition is fixedly connected with the bottom wall, or the bottom surface of the partition is adjacent to the bottom wall.
The further scheme is that the number of the partitions is multiple, the partitions are arranged along the length direction of the first side wall, and the preset distance is reserved between every two adjacent partitions.
The geotechnical container is characterized in that a plurality of positioning rings are arranged on the outer side of the first side wall, the positioning rings are arranged in an upper row and a lower row, and each row of positioning rings are arranged along the length direction of the first side wall.
In order to achieve the second objective, the present utility model provides a protection structure, which comprises the above-mentioned geotechnical container, wherein the geotechnical container is internally provided with a filler, the height of the filler is lower than or equal to the top surface of the partition of the geotechnical container, and the opening of the geotechnical container can be closed.
The above scheme shows that the protection structure of the embodiment can be used in areas such as river banks and coasts which are easily affected by erosion and flood, and can protect the river banks and the coasts.
Further, the number of the geotechnical containers may be plural, the plurality of geotechnical containers may be arranged in a longitudinal direction thereof, and/or the plurality of geotechnical containers may be stacked one on top of the other.
According to the scheme, when the geotechnical containers are arranged in the length direction, the geotechnical containers can be used for areas with shallower water levels; when a plurality of geotechnical containers are stacked one above the other, the geotechnical container can also be used in areas with deeper water levels.
Drawings
Fig. 1 is a block diagram of a prior art construction protective geotechnical assembly.
Figure 2 is a block diagram of an embodiment of a geocontainer of the present utility model.
Fig. 3 is a block diagram of an embodiment of the guard structure of the present utility model.
The utility model is further described below with reference to the drawings and examples.
Detailed Description
Geotechnical container embodiment:
Referring to fig. 2, the geotechnical container 10 provided in this embodiment is set to be a cuboid, the geotechnical container 10 includes a bottom wall 1, two first side walls 2 and two second side walls 3, the two first side walls 2 are oppositely disposed on two sides of the first direction of the bottom wall 1, the two second side walls 3 are oppositely disposed on two sides of the second direction of the bottom wall 1, the length of the first side wall 2 is greater than the length of the second side wall 3, a containing cavity capable of containing filler is enclosed between the two first side walls 2 and the two second side walls 3, an opening is opened upwards in the containing cavity, and the length and width of the opening are substantially equal to those of the bottom wall 1. The bottom wall 1, the two first side walls 2 and the two second side walls 3 are made of geotextiles, so that the leakage of the filler in the bottom wall can be prevented, unnecessary moisture in the bottom wall can be discharged, the influence of the moisture is reduced, and the structural strength of the bottom wall is improved.
At least one partition 4 is arranged in the accommodating cavity, the partition 4 is made of geotextile, two sides of the partition 4 are respectively connected with the two first side walls 2 in a sewing mode, the bottom surface of the partition 4 is connected with the bottom wall 1 in a sewing mode, or the bottom surface of the partition 4 is adjacent to the bottom wall 1. The partition 4 divides the receiving chamber into at least two unit cells. In this embodiment, nine partitions 4 are taken as an example for illustration, the nine partitions 4 are arranged along the length direction of the first sidewall 2, and a preset distance is set between two adjacent partitions 4, in this embodiment, the preset distance may be 1m, so that the accommodating cavity is divided into ten cells, the width of each cell is equal, and the filler can be accommodated in each cell. The arrangement of the partitions 4 prevents the filler from moving randomly between adjacent cells.
In the up-down direction, the top surface of the first side wall 2 is equal to the top surface of the second side wall 2, the top surface of the partition 4 is lower than the first side wall 2 and the second side wall 3, preferably, the distance from the top surface of the partition 4 to the top surface of the first side wall 2 is smaller than the distance from the top surface of the partition 4 to the bottom wall 1, so that more filler can be contained in each unit cell, and the first side wall 2 and the second side wall 3 can be folded above the partition 4 in a turnover manner to seal the opening of the containing cavity, and the filler is prevented from leaking from the opening. In this embodiment, the distance from the top surface of the partition 4 to the top surface of the first side wall 2 is 0.8m, and the distance from the top surface of the partition 4 to the bottom wall 1 is 1m.
Further, the first side wall 2 and the second side wall 3 are connected together by a suture after being folded upside down and blocking the opening. Specifically: after the filler is filled to be basically flush with the partition 4, the first side wall 2 is turned over and folded to be above the partition 4 and the filler, then the second side wall 3 is folded to be above the first side wall 2, and then the folded parts of the first side wall 2 and the second side wall 3 are manually connected together through the suture line, so that the first side wall 2 and the second side wall 3 are prevented from being separated.
Further, the geotechnical container 10 is provided with a plurality of positioning rings 5 at the outer side of the first sidewall 2, the plurality of positioning rings 5 are divided into upper and lower two rows, and each row of positioning rings 5 is arranged along the length direction of the first sidewall 2. Specifically, the positioning ring 5 is sewn at the joint of two geotextiles, for example, for both ends in the length direction of the geotextile container 10, the positioning ring 5 is connected at the joint of the second side wall 3 and the first side wall 2; for the middle part of geotechnical container 10, holding ring 5 is connected in the junction of cut off 4 and first lateral wall 2, can effectively improve holding ring 5's connection firmness. When the soil container is installed, the vertical rods can pass through the upper positioning ring 5 and the lower positioning ring 5 and are inserted into the soil, so that the position of the whole soil container is fixed.
Protective structure example:
Referring to fig. 3, the present embodiment provides a protection structure, including the geotechnical container 10 of the above embodiment, wherein the geotechnical container 10 is filled with a filler, and the filler may be a common filling material such as sand or gravel, and the materials are easy to obtain and install. The opening of the geotechnical container 10 may be closed to prevent the filler from leaking.
Further, the number of the geotechnical containers 10 may be plural, a plurality of geotechnical containers 10 may be arranged in a line along a length direction thereof, and/or a plurality of geotechnical containers 10 may be stacked one on top of another.
The protective structure of the embodiment can be used for river channels, river banks, coasts, islands made by filling the sea or embankments easily eroded by rainwater or flood. The protective structure of the embodiment has the advantages of firmness, durability, wide application, convenient transportation, convenient installation and construction, low carbon, environmental protection and high economic benefit.
Because the river bank and the surrounding areas are easy to be influenced by erosion and flood, especially the river water level suddenly rises and fluctuates due to factors such as heavy rainfall, strong water flow, river inundation, storm tide and the like, the construction of a higher earth dike above the water level is a traditional method comprising the river bank, but the earth dike is easy to be eroded and destroyed, and if the earth dike is reinforced by adopting additional engineering, the local ecological environment can be destroyed. By adopting the protective structure of the embodiment, flood can be relieved, the water channel can be protected from erosion, and the effect of blocking water flow can be achieved when the water level rises above the river bank, so that flood disasters are reduced.
For the island-making area in the sea, the protection structure of the embodiment is also ideal, and the protection structure can be arranged in a mode of stacking up and down, so that a firm barrier can be formed from top to bottom. In addition, the geotextile container 10 of the protection structure of the present embodiment is made of geotextile, and has the advantages of convenient storage, transportation and installation, and can reduce the use of mechanical equipment and labor force.
In summary, the opening of the accommodating cavity is upwards, so that the filling material can be conveniently filled into the geotechnical container, the opening is larger, and the filling operation is convenient; through setting up the top surface that cuts off to be less than first lateral wall and second lateral wall, after filling the filler, can fold first lateral wall and second lateral wall upset to cut off and filler top to this opening of shutoff is favorable to preventing that the filler from leaking.
Finally, it should be emphasized that the foregoing is merely a preferred embodiment of the present utility model, and is not intended to limit the utility model, but rather that various changes and modifications can be made by those skilled in the art without departing from the spirit and principles of the utility model, and any modifications, equivalent substitutions, improvements, etc. are intended to be included within the scope of the present utility model.
Claims (8)
1. Geotechnical container, including diapire, two first lateral walls and two second lateral walls, the diapire first lateral wall with the second lateral wall all adopts geotechnique to make, two first lateral wall sets up relatively on the both sides of diapire first direction, two the second lateral wall sets up relatively on the both sides of diapire second direction, two enclose into between first lateral wall and the two the second lateral wall and hold the chamber, hold the chamber and set up the opening up its characterized in that:
The utility model discloses a solar cell, including holding the intracavity, holding the intracavity and being provided with at least one and cut off, the both sides that cut off are connected with two respectively first lateral wall, cut off will hold the chamber and separate into two at least unit check, just the top surface that cuts off is less than first lateral wall with the second lateral wall makes first lateral wall with the second lateral wall homoenergetic fold to cut off the top in order to shutoff hold the opening in chamber.
2. The geocontainer of claim 1, wherein:
the first side wall and the second side wall are connected together in a sewing mode after being folded and the opening is sealed.
3. The geocontainer of claim 1, wherein:
The distance from the top surface of the partition to the top surface of the first side wall is smaller than the distance from the top surface of the partition to the bottom wall.
4. A geotechnical container according to claim 3, wherein:
The bottom surface of the partition is fixedly connected with the bottom wall, or the bottom surface of the partition is adjacent to the bottom wall.
5. The geocontainer of claim 4, wherein:
The number of the partitions is multiple, the partitions are arranged in a row along the length direction of the first side wall, and two adjacent partitions are spaced by a preset distance.
6. The geocontainer of claim 1, wherein:
The geotechnical container is provided with a plurality of locating rings in the outside of first lateral wall, and is a plurality of the locating ring divide into upper and lower two rows, every row the locating ring is arranged along the length direction of first lateral wall and is set up.
7. Protective structure, its characterized in that: a geotechnical container comprising the geotechnical container as claimed in any one of claims 1 to 6, wherein the geotechnical container is internally provided with a filler, the height of the filler is lower than or equal to the top surface of the partition of the geotechnical container, and the opening of the geotechnical container can be closed.
8. The protective structure of claim 7, wherein:
The number of the geotechnical containers may be plural, a plurality of the geotechnical containers may be arranged in a length direction thereof, and/or a plurality of the geotechnical containers may be stacked one on top of the other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322471466.7U CN220827769U (en) | 2023-09-11 | 2023-09-11 | Geotechnical container and protective structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322471466.7U CN220827769U (en) | 2023-09-11 | 2023-09-11 | Geotechnical container and protective structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220827769U true CN220827769U (en) | 2024-04-23 |
Family
ID=90723037
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322471466.7U Active CN220827769U (en) | 2023-09-11 | 2023-09-11 | Geotechnical container and protective structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220827769U (en) |
-
2023
- 2023-09-11 CN CN202322471466.7U patent/CN220827769U/en active Active
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| GR01 | Patent grant | ||
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