CN216476730U - Construction enclosure capable of draining waterlogging and filtering sand - Google Patents
Construction enclosure capable of draining waterlogging and filtering sand Download PDFInfo
- Publication number
- CN216476730U CN216476730U CN202123275250.0U CN202123275250U CN216476730U CN 216476730 U CN216476730 U CN 216476730U CN 202123275250 U CN202123275250 U CN 202123275250U CN 216476730 U CN216476730 U CN 216476730U
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- China
- Prior art keywords
- pressure
- bottom plate
- bearing bottom
- mainboard
- prevention
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- Expired - Fee Related
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- 238000010276 construction Methods 0.000 title claims abstract description 20
- 239000004576 sand Substances 0.000 title claims abstract description 11
- 238000001914 filtration Methods 0.000 title claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 33
- 230000002265 prevention Effects 0.000 claims abstract description 20
- 229910000838 Al alloy Inorganic materials 0.000 claims abstract description 4
- 229910052751 metal Inorganic materials 0.000 claims abstract description 4
- 239000002184 metal Substances 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000009287 sand filtration Methods 0.000 abstract 1
- 238000005192 partition Methods 0.000 description 5
- 230000002706 hydrostatic effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
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Abstract
The utility model discloses a fender is enclosed in construction that can drainage waterlogging strained sand, including enclosing fender mainboard, pressure-bearing bottom plate and prevention of seepage baffle, mainboard, pressure-bearing bottom plate and the aluminum alloy sheet metal component of prevention of seepage baffle structure as an organic whole, mainboard and prevention of seepage baffle parallel arrangement, pressure-bearing bottom plate are located between mainboard and the prevention of seepage baffle, and the mainboard sets up with the pressure-bearing bottom plate is perpendicular, and pressure-bearing bottom plate and prevention of seepage baffle set up perpendicularly, and the lower extreme of mainboard, be close to pressure-bearing bottom plate department and seted up a plurality of hole of permeating water. The utility model discloses enclose for the tradition and keep off and increased drainage sand filtration function, its when full play originally encloses the fender function, also can facilitate for building site drainage during the rainstorm, through hole and sloping block of permeating water, can improve building site drainage ability when building site ponding, reduce the silt discharge amount, have positive influence to the solution of silt siltation problem behind the urban rainstorm waterlogging.
Description
Technical Field
The utility model relates to a fender technical field is enclosed in the construction, concretely relates to fender is enclosed in construction that can drainage waterlogging strained sand.
Background
The existing construction enclosure is named as a municipal construction water horse enclosure with application number of 2021208552049, is convenient to use and install, but is not provided with a drainage hole, and accumulated water in a construction site cannot be drained through the enclosure.
Disclosure of Invention
The utility model aims to overcome and enclose among the prior art and keep off and can not get rid of building site ponding, also can not filter the technical problem of silt, and provide one kind can help discharging job site ponding under the waterlogging condition, and can filter the construction of silt and enclose the fender.
In order to achieve the purpose, the utility model adopts the technical scheme that:
the utility model provides a construction that can arrange waterlogging and strain husky encloses fender, includes encloses fender mainboard, pressure-bearing bottom plate and prevention of seepage baffle, mainboard, pressure-bearing bottom plate and the aluminum alloy sheet metal component of prevention of seepage baffle structure as an organic whole, mainboard and prevention of seepage baffle parallel arrangement, pressure-bearing bottom plate are located between mainboard and the prevention of seepage baffle, and the mainboard sets up with pressure-bearing bottom plate is perpendicular, and pressure-bearing bottom plate and prevention of seepage baffle set up perpendicularly, and the lower extreme of mainboard, the department of being close to pressure-bearing bottom plate has seted up a plurality of hole of permeating water.
A plurality of the utility model discloses enclose side by side in the building site periphery, the prevention of seepage baffle buries underground perpendicularly, and the pressure-bearing bottom plate is located the level subaerial, can accept vertical hydrostatic pressure when the inside ponding of building site is more to guarantee to enclose the fender and can not fallen by the water-washed. When the city takes place the torrential rain, ponding discharges after filtering through the hole of permeating water in the building site, and the hole of permeating water makes water see through, with the silt separation on enclosing the fender, guarantees that the inside silt of building site discharges the building site as little as possible and pollutes the city. When the inside ponding of building site is more, the perpendicular hydrostatic pressure that ponding produced can act on the pressure-bearing bottom plate to guarantee to enclose the fender and can not fallen by the water-washed. The anti-seepage partition plate can prevent accumulated water in the construction site from seeping downwards to the bottom of the enclosure to generate buoyancy on the enclosure, so that the stability of the whole structure is influenced.
Preferably, a plurality of holes of permeating water are provided with a plurality of rows and a plurality of columns along the length direction and the height direction of the main board. And a plurality of rows of permeable holes are arranged along the height direction of the main board, so that timely drainage is ensured.
Preferably, still include the bearing diagonal, the bearing diagonal sets up between mainboard and pressure-bearing bottom plate, and the bearing diagonal is the steel material, and the bearing diagonal is used for supporting the mainboard, prevents that it is inwards emptyd, and the bearing diagonal is located the mainboard and towards one side in construction site.
Preferably, in order to show the outline and remind the pedestrian that encloses the fender, the both sides of mainboard all are provided with a plurality of reflection of light strips, and a plurality of reflection of light strips are provided with a plurality ofly along the height and the length direction interval of mainboard.
Preferably, surface mounting sets up the sloping block of a straight triangular prism on the pressure-bearing bottom plate, the sloping block has three curb plate, be two mutually perpendicular's curb plate one and curb plate two and a sloping curb plate respectively, the curb plate one is located the pressure-bearing bottom plate, the size of curb plate one is the same with the size of pressure-bearing bottom plate, curb plate two closely laminates with the mainboard, the hole of permeating water of seting up on the mainboard is located the top of sloping block, the ponding silt content that produces in the construction place is big, set up the sloping block, make the silt deposit on the sloping block, water encloses through the hole of permeating water outflow and keeps off outward.
The utility model discloses can realize when building site inner product discharge is low, self drainage in the building site, through the hole of permeating water during the high flow supplementary drainage sand filtering, keep the silt in the building site effectively, finally guarantee the good image of view in the city.
Preferably, the connection structure between the swash block and the pressure-bearing bottom plate is as follows: a plurality of threaded holes are formed in the first side plate of the inclined block, threaded holes are also formed in the corresponding pressure-bearing bottom plate, and the inclined block is fixedly connected to the pressure-bearing bottom plate by screwing bolts into the threaded holes of the pressure-bearing bottom plate and the inclined block.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses enclose for the tradition and keep off and increased drainage and strain husky function, its enclose when keeping off the function originally, also can facilitate for the building site drainage during the torrential rain, through hole and sloping block of permeating water, can improve building site drainage ability when building site ponding, reduce the silt discharge amount, have positive influence to the solution of silt siltation problem behind the urban torrential rain waterlogging.
Drawings
Fig. 1 shows a structure of one side of the present invention;
fig. 2 shows the structure of the other side of the present invention;
FIG. 3 shows the structure of water permeable holes;
fig. 4 shows the structure of the swash block.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Example 1
As shown in figures 1-3, the construction fence capable of draining stagnant water and filtering sand provided by the utility model comprises a fence main board 1, a pressure-bearing bottom board 2, an anti-seepage partition board 3 and an inclined support 4, the hole of permeating water 5 and warning strip 6, mainboard 1, the aluminum alloy sheet metal component of pressure-bearing bottom plate 2 and prevention of seepage baffle structure as an organic whole, mainboard and prevention of seepage baffle parallel arrangement, the pressure-bearing bottom plate is located between mainboard and the prevention of seepage baffle, the contained angle between mainboard and the pressure-bearing bottom plate is 90 degrees, the contained angle between pressure-bearing bottom plate and the prevention of seepage baffle is 90 degrees, the lower extreme of mainboard, be close to pressure-bearing bottom plate department and seted up a plurality of hole of permeating water, the length of mainboard is followed in the hole of permeating water of a plurality of, the direction of height is provided with the multirow multiseriate, the bearing diagonal sets up between mainboard and pressure-bearing bottom plate, the bearing diagonal is steel, play the effect that supports the mainboard, the both sides of mainboard all are provided with six reflection of light strips 6, six reflection of light strips are evenly fixed on mainboard 1 surface.
In the embodiment, the size of the main plate 1 is 3m × 2.5m, the size of the supporting base plate 2 is 3m × 0.7m, the size of the anti-seepage partition plate 3 is 3m × 0.3m, the thickness of the anti-seepage partition plate is 4mm, the bottom end of the strut 4 is fixed at the outer edge of the pressure-bearing base plate 2, namely at one end close to the anti-seepage partition plate, and the upper end of the strut is fixed at a position 1.4m away from the main plate; a plurality of hole of permeating water is seted up in 1 bottom of mainboard 30cm height range that makes progress, and every hole of permeating water all is the round hole that the diameter is 1 mm.
Example 2
In this embodiment, as fig. 3, in order to make silt can not block up the hole of permeating water, set up the sloping block 7 of a straight triangular prism on the pressure-bearing bottom plate surface mounting, the sloping block has three curb plate, be two mutually perpendicular's curb plate one and curb plate two and an oblique curb plate respectively, and curb plate one is located the pressure-bearing bottom plate, and the size of curb plate one is the same with the size of pressure-bearing bottom plate, and curb plate two closely laminates with the mainboard, and the hole of permeating water of seting up on the mainboard is located the top of sloping block. A plurality of threaded holes are formed in the first side plate of the inclined block, threaded holes are also formed in the corresponding pressure-bearing bottom plate, the inclined block is fixedly connected to the pressure-bearing bottom plate by screwing bolts into the threaded holes of the pressure-bearing bottom plate and the inclined block, and a gap between the inclined block and the main plate is made to be as small as possible. The silt of piling up on the voussoir can prevent that silt from silting up and blockking up the hole of permeating water along the automatic gliding of oblique side plate under the action of gravity, also makes things convenient for the manual work to scrape mud along the inclined plane, the later stage clearance of being convenient for.
In this embodiment, the size of the sloping block is 0.7m 0.3m 3m, and a plurality of water permeable holes are arranged in the height range of 30cm from the main plate above the sloping block.
Claims (6)
1. The utility model provides a construction that can arrange waterlogging and strain husky encloses fender which characterized in that, including enclosing fender mainboard, pressure-bearing bottom plate and prevention of seepage baffle, mainboard, pressure-bearing bottom plate and the aluminum alloy sheet metal component of prevention of seepage baffle structure as an organic whole, mainboard and prevention of seepage baffle parallel arrangement, pressure-bearing bottom plate are located between mainboard and the prevention of seepage baffle, and the mainboard sets up with pressure-bearing bottom plate is perpendicular, and pressure-bearing bottom plate and prevention of seepage baffle set up perpendicularly, and the lower extreme of mainboard, the department of being close to pressure-bearing bottom plate has seted up a plurality of hole of permeating water.
2. The construction fence capable of draining stagnant water and filtering sand as claimed in claim 1, wherein a plurality of rows and a plurality of columns of water permeable holes are arranged along the length and height direction of the main board.
3. The construction fence capable of draining waterlogging and filtering sand according to claim 2, further comprising an inclined support, wherein the inclined support is arranged between the main plate and the pressure-bearing bottom plate, and the inclined support is made of steel.
4. The construction fence capable of draining stagnant water and filtering sand according to claim 3, characterized in that a plurality of light reflecting strips are arranged on both sides of the main board, and a plurality of light reflecting strips are arranged at intervals along the height and length directions of the main board.
5. The construction fence capable of draining stagnant water and filtering sand according to claim 2, characterized in that a right triangular prism-shaped sloping block is fixedly arranged on the upper surface of the pressure-bearing bottom plate, the sloping block is provided with three side plates which are a first side plate, a second side plate and a sloping side plate which are perpendicular to each other, the first side plate is arranged on the pressure-bearing bottom plate, the first side plate is the same as the pressure-bearing bottom plate in size, the second side plate is tightly attached to the main plate, and a water permeable hole formed in the main plate is arranged above the sloping block.
6. The construction fence capable of draining stagnant water and filtering sand according to claim 5, characterized in that a plurality of threaded holes are opened on the first side plate of the sloping block, and a corresponding threaded hole is opened on the pressure-bearing bottom plate, and the sloping block is fixedly connected on the pressure-bearing bottom plate by screwing bolts into the threaded holes of the pressure-bearing bottom plate and the sloping block.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202123275250.0U CN216476730U (en) | 2021-12-24 | 2021-12-24 | Construction enclosure capable of draining waterlogging and filtering sand |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202123275250.0U CN216476730U (en) | 2021-12-24 | 2021-12-24 | Construction enclosure capable of draining waterlogging and filtering sand |
Publications (1)
Publication Number | Publication Date |
---|---|
CN216476730U true CN216476730U (en) | 2022-05-10 |
Family
ID=81427220
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202123275250.0U Expired - Fee Related CN216476730U (en) | 2021-12-24 | 2021-12-24 | Construction enclosure capable of draining waterlogging and filtering sand |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN216476730U (en) |
-
2021
- 2021-12-24 CN CN202123275250.0U patent/CN216476730U/en not_active Expired - Fee Related
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220510 |