CN220414126U - Buried stone concrete retaining wall revetment suitable for water treatment engineering - Google Patents
Buried stone concrete retaining wall revetment suitable for water treatment engineering Download PDFInfo
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- CN220414126U CN220414126U CN202321634884.7U CN202321634884U CN220414126U CN 220414126 U CN220414126 U CN 220414126U CN 202321634884 U CN202321634884 U CN 202321634884U CN 220414126 U CN220414126 U CN 220414126U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 80
- 239000004575 stone Substances 0.000 title claims abstract description 20
- 238000010276 construction Methods 0.000 claims abstract description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 18
- 238000005067 remediation Methods 0.000 claims 7
- 230000003628 erosive effect Effects 0.000 abstract description 9
- 239000010410 layer Substances 0.000 description 57
- 238000005266 casting Methods 0.000 description 11
- 239000002689 soil Substances 0.000 description 5
- 239000004568 cement Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000012790 adhesive layer Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The application relates to the technical field of shore protection and discloses a stone-buried concrete retaining wall shore protection suitable for water treatment engineering, which comprises a structural pier, a first pouring layer and a plurality of supporting pieces, wherein the supporting pieces are inserted into the deep part of a preset construction area, the bottom of the structural pier is fixedly connected to the top side of the supporting pieces, and one side of the structural pier is fixedly connected to an attached wall of a embankment; the structural piers are internally provided with a plurality of layers of block stone concrete which are arranged at intervals; a waterproof layer is arranged at the gap between the structural pier and the attached wall; the first pouring layer covers the bottom of the structural pier; compared with the prior art, the retaining wall shore protection of the application is formed by the structural pier, the waterproof layer and a plurality of supporting pieces together, wherein the waterproof layer can effectively relieve the erosion of the structural pier by water, and the supporting pieces support the structural pier together to strengthen the bottom of the structural pier, so that the structural strength of the shore protection is improved.
Description
Technical Field
The application belongs to the technical field of shore protection, and particularly relates to a buried stone concrete retaining wall shore protection suitable for water treatment engineering.
Background
The bank protection is a protection structure for protecting the bank of water areas such as reservoirs, rivers, lakes, seas and the like from water flow erosion and impact.
The pier body of the revetment is generally formed by integrally pouring cement, and is limited by the self condition of the cement, the bottom of the pier body is easy to be impacted and corroded by water flow, and the whole revetment is easy to collapse.
Therefore, the conventional revetment has a problem of poor structural strength with respect to the related art.
Disclosure of Invention
The application provides a buried stone concrete retaining wall revetment suitable for water treatment engineering for improve the structural strength of revetment.
The technical problem to be solved in the application is realized by adopting the following technical scheme:
the stone-buried concrete retaining wall revetment comprises a structural pier, a first pouring layer and a plurality of supporting pieces, wherein the supporting pieces are inserted into the depth of a preset construction area, the bottom of the structural pier is fixedly connected to the top side of the supporting pieces, and one side of the structural pier is fixedly connected to an attached wall of a embankment; a plurality of layers of block stone concrete are arranged in the structural pier, and a plurality of layers of block stone concrete are arranged at intervals; a waterproof layer is arranged at the gap between the structural pier and the attached wall; the first casting layer covers the bottom of the structural pier.
Through the technical scheme, the structural piers are used as the main body structure of the retaining and protecting bank of the retaining device, and play a role in reinforcing the bank; the supporting pieces are inserted into the deep part of the preset construction area, and the top sides of the supporting pieces are fixedly connected to the bottoms of the structural piers and used for fixing the structural piers and exerting force on the structural piers; the structural pier is formed by a plurality of layers of block stone concrete, and has higher structural strength compared with a cement structure; the first pouring layer covers the bottom of the structural pier, and the first pouring layer serves as a backfill layer of a construction area, so that the structural strength of the bottom of the structural pier can be enhanced to a certain extent; compared with the prior art, the retaining wall shore protection of the application is formed by the structural pier, the waterproof layer and a plurality of supporting pieces together, wherein the waterproof layer can effectively relieve the erosion of the structural pier by water, and the supporting pieces support the structural pier together to strengthen the bottom of the structural pier, so that the structural strength of the shore protection is improved.
Optionally, the water draining device further comprises a water draining pipe, wherein the water draining pipe is arranged in the structural pier, a water inlet of the water draining pipe is close to the embankment, a water outlet of the water draining pipe deviates from the embankment, and the water inlet is higher than the water outlet.
Through above-mentioned technical scheme, the drain pipe slope sets up in the structural mound, and the outlet of drain pipe is less than the water inlet setting to do benefit to the water flow on the guide dyke bank and get into the riverbed, in order to reduce the water infiltration structural mound inside and erode the possibility of structural mound on the dyke bank.
Optionally, the structure pier comprises a side, facing away from the embankment, of the structural pier, and is characterized by further comprising a reinforcing plate fixedly connected to one side, facing away from the embankment, of the structural pier, wherein the reinforcing plate is provided with a through hole, and the through hole is communicated with the drain pipe.
Through the technical scheme, the reinforcing plate is fixedly connected to one side of the structural pier, which is away from the embankment, and can play a role in reinforcing the side surface of the structural pier, which is away from the embankment; the reinforcing plate is provided with a through hole communicated with the drain pipe so as to be beneficial to the drain pipe to guide water on the bank of the dyke to flow into the river bed.
Optionally, the gusset plate is hinged with a water outlet gate plate, the hinged end of the water outlet gate plate is close to the top of the through hole, and the water outlet gate plate seals the through hole.
Through the technical scheme, when the water level rises to the position of the through hole on the reinforcing plate, the water outlet flashboard seals the through hole under the action of water pressure, so that the possibility of water flow backflow is reduced, and the possibility of water flow erosion in the structural pier is reduced.
Optionally, the device further comprises a plurality of anchor rods, one ends of the anchor rods are inserted into and fixedly connected to the deep side of the embankment, and the other ends of the anchor rods are fixedly connected to the bottoms of the structural piers.
Through above-mentioned technical scheme, the one end of many stock inserts and fixed connection in the depths of dyke, and the other end fixed connection of many stock is in the bottom of structure mound, makes many stocks can be the effect of the bottom sharing force of structure mound jointly to strengthen the structural strength of structure mound.
Optionally, the building block further comprises a second pouring layer, wherein the second pouring layer covers the tops of the structural piers and the attached wall.
Through the technical scheme, the second pouring layer covers the tops of the structural piers and the attached walls, so that the possibility that the tops of the structural piers are eroded by rain wash is reduced.
Optionally, a greening layer is fixedly connected to the top side of the second pouring layer.
Through the technical scheme, the greening layer can accumulate water and soil so as to reduce the possibility of weathering and peeling of the second pouring layer.
Optionally, the cross section of the structural pier is projected to be trapezoid.
Through above-mentioned technical scheme, make the quality of structure end bottom be greater than the quality of bottom, strengthen the structural strength of structure end bottom to improve the structural strength of this application barricade shore protection.
In summary, the present application includes at least one of the following beneficial technical effects:
1. compared with the prior art, the retaining wall shore protection of the application is formed by the structural pier, the waterproof layer and a plurality of supporting pieces together, wherein the waterproof layer can effectively relieve the erosion of the structural pier by water, and the supporting pieces support the structural pier together to strengthen the bottom of the structural pier, so that the structural strength of the shore protection is improved.
2. Compared with the prior art, when the water level rises to the position of the through hole on the reinforcing plate, the water outlet flashboard seals the through hole under the action of water pressure, so that the possibility of water flow backflow is reduced, and the possibility of water flow erosion in the structural pier is reduced.
3. Compared with the prior art, one end of a plurality of anchor rods is inserted into and fixedly connected with the deep part of the embankment, and the other end of the plurality of anchor rods is fixedly connected with the bottom of the structural pier, so that the plurality of anchor rods can jointly act as the bottom sharing force of the structural pier, and the structural strength of the structural pier is enhanced.
Drawings
FIG. 1 is a schematic view of a revetment structure of a buried concrete retaining wall suitable for water treatment projects in accordance with an embodiment of the present application;
fig. 2 is a schematic structural view of a revetment of a buried stone concrete retaining wall suitable for water treatment engineering in a second embodiment of the present application.
Reference numerals illustrate:
100. a bank; 101. attaching a wall; 200. a predetermined construction area; 300. a river bed; 1. structural piers; 11. stone concrete; 12. an adhesive layer; 2. a first casting layer; 3. a support; 4. a waterproof layer; 5. a drain pipe; 6. a reinforcing plate; 61. a through hole; 62. a water outlet flashboard; 7. a bolt; 8. a second casting layer; 81. a greening layer; 9. and (5) a filling layer.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-2.
The embodiment of the application discloses a buried stone concrete retaining wall revetment suitable for water treatment engineering for improve the structural strength of revetment.
Example 1
Referring to fig. 1, a stone-buried concrete retaining wall revetment suitable for water treatment engineering comprises a structural pier 1 and a plurality of supporting pieces 3, wherein the cross-section projection of the structural pier 1 is in a right trapezoid shape, so that the quality of the bottom of the structural pier 1 is higher than that of the top, the structural strength of the bottom of the structural pier 1 is enhanced, and the structural strength of the retaining wall revetment is improved; one side of the structural pier 1 is attached to and fixedly connected with the auxiliary wall 101, so that the auxiliary wall 101 can share the action of force for the structural pier 1; in this embodiment, the plurality of supporting members 3 are wood piles, the plurality of supporting members 3 are inserted into the depth of the predetermined construction area 200, and the bottom of the structural pier 1 is fixedly connected to the top ends of the plurality of supporting members 3, so as to strengthen the structural strength of the bottom of the structural pier 1, thereby further improving the structural strength of the retaining wall revetment of the present application.
Referring to fig. 1, the retaining wall revetment of the present application further includes a first casting layer 2, a second casting layer 8, a waterproof layer 4 and a filling layer 9, wherein the first casting layer 2 is used as a backfill layer between the embankment 100 and the river bed 300, and in this embodiment, casting materials of the first casting layer 2 and the second casting layer 8 are C30 concrete, which has higher structural strength; the first pouring layer 2 covers the bottom of the structural pier 1 so as to strengthen the structural strength of the bottom of the structural pier 1; the second pouring layer 8 covers the tops of the structural piers 1 and the additional walls 101 so as to reduce the possibility of erosion of the tops of the structural piers 1 due to rain wash; in this embodiment, the waterproof layer 4 is formed by polyethylene foam and asphalt, and the waterproof layer 4 is disposed at the gap between the structural pier 1 and the additional wall 101, so as to reduce the possibility that water on the embankment 100 permeates into the interior of the structural pier 1 and erodes the structural pier 1; the filling layer 9 is disposed at the bottom of the wall 101, and in this embodiment, the filling layer 9 is inserted with reinforcing steel bars and poured with concrete to support the structural pier 1, so as to further improve the structural strength of the structural pier 1.
Referring to fig. 1, the structural pier 1 includes a plurality of layers of block stone concrete 11 and a plurality of layers of bonding layers 12, in this embodiment, the block stone concrete 11 is composed of block stone and concrete together, and has high structural strength, and the plurality of layers of block stone concrete 11 are arranged at intervals, so as to facilitate construction of the retaining wall revetment and improve structural strength of the retaining wall revetment; the bonding layer 12 is a concrete structure and is used for reinforcing the connection strength of the two layers of block stone concrete 11; in addition, the adhesive layer 12 also serves as a base and capping for the structural pier 1.
Referring to fig. 1, the retaining wall revetment of the present application further includes a drain pipe 5, and in this embodiment, the drain pipe 5 is a PVC water pipe, which has a better corrosion resistance; the drain pipe 5 is arranged in the structural pier 1, the water inlet of the drain pipe 5 is close to the embankment 100, the water outlet of the drain pipe 5 faces the river bed 300, and the water inlet of the drain pipe 5 is higher than the water outlet, so that the drain pipe 5 can guide water on the embankment 100 to flow into the river bed 300, and the possibility that the water on the embankment 100 permeates into the structural pier 1 and erodes the structural pier 1 is reduced.
The implementation principle of this embodiment is as follows:
(1) Preparation for construction
The upstream water is cut off or temporarily diverted, a water retaining cofferdam is arranged around the preset construction area 200, peripheral drainage ditches are excavated, measures such as water collection pit water pumping are adopted, off-site water flow is prevented from entering the preset construction area 200, and accumulated water is effectively discharged.
(2) Measurement lofting
The placement position of the supporting member 3 and the structural pier 1 is measured by using a theodolite, a level gauge and a steel ruler, a base line or a base point is drawn, and the base surface of the structural pier 1 is excavated.
(3) Cleaning of the base surface
And after the base surface is accepted, removing sundries, soil and loose rocks on the base surface.
(4) Template system is installed
And (3) template manufacturing: and splicing the standard boards, and processing and manufacturing the local curved surface by using the boards according to the plane expansion diagram.
And (3) template installation: before installing the template, measuring and lofting according to the outline design dimension of the structural pier 1, and setting control points in multiple directions so as to correct; in the molding, the form is nailed to the plurality of support members 3, and the support members 3 are inserted deep into the predetermined construction area 200.
(5) Concrete pouring
The bonding layer 12 and the block stone concrete 11 are poured layer by layer to the template to form the structural pier 1, and the waterproof layer 4, the filling layer 9 and the drain pipe 5 are arranged before the structural pier 1 is demolded.
(6) Demolding
After the structural pier 1 is demolded, the first pouring layer 2 and the second pouring layer 8 are poured.
Example two
Referring to fig. 2, in the first embodiment, the retaining wall revetment of the present application further comprises a reinforcing plate 6; in the embodiment, the reinforcing plate 6 is composed of a reinforcing mesh and concrete, and has high structural strength; the reinforcing plate 6 is fixedly connected to the side of the structural pier 1 facing away from the embankment 100 to reinforce the structural strength of the structural end, thereby reducing the possibility of rapid erosion of the side of the structural end near the river bed 300; the reinforcing plate 6 is provided with a through hole 61, and the through hole 61 is communicated with the drain pipe 5 so as to facilitate the drain pipe 5 to guide water on the embankment 100 to flow into the river bed 300; the reinforcing plate 6 is hinged with the water outlet gate plate 62, the hinged position of the water outlet gate plate 62 is close to the top of the through hole 61, and when the water level of the river bed 300 rises to the position of the through hole 61, the water outlet gate plate 62 seals the through hole 61 under the action of water pressure so as to reduce the possibility of water flow backflow, and thus the possibility of water flow erosion inside the structural pier 1 is reduced.
Referring to fig. 2, the retaining wall shore protection of the present application further includes a plurality of anchor rods 7, in this embodiment, the anchor rods 7 all adopt the reinforcing bar anchor rods 7, the anchor rods 7 all incline to set up, one end of the anchor rods 7 inserts and fixed connection in the dyke 100 deep, the other end fixed connection is in the bottom of the structural pier 1, thereby make a plurality of anchor rods 7 can share the effect for the bottom of the structural pier 1 jointly, the soil flowing structure inside the structural pier 1 has been changed, and the structural strength of the structural pier 1 has been strengthened.
Referring to fig. 2, the retaining wall revetment of the present application further includes a greening layer 81, wherein the greening layer 81 is fixedly connected to the top side of the second casting layer 8, so as to reduce the possibility of water and soil loss, and also reduce the possibility of peeling of the second casting layer 8 due to weathering; preferably, the greening layer 81 also covers the side wall of the structure facing away from the bank 100 to further reduce the possibility of water and soil loss.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (8)
1. The utility model provides a buried stone concrete barricade shore protection suitable for water treatment engineering which characterized in that: the construction method comprises a structural pier (1), a first pouring layer (2) and a plurality of supporting pieces (3), wherein the supporting pieces (3) are inserted into the depth of a preset construction area (200), the bottom of the structural pier (1) is fixedly connected to the top side of the supporting pieces (3), and one side of the structural pier (1) is fixedly connected to an attached wall (101) of a embankment (100); a plurality of layers of block stone concrete (11) are arranged in the structural pier (1), and the plurality of layers of block stone concrete (11) are arranged at intervals; a waterproof layer (4) is arranged at the gap between the structural pier (1) and the attached wall (101); the first pouring layer (2) covers the bottom of the structural pier (1).
2. A revetment of a buried concrete retaining wall adapted for use in water remediation projects according to claim 1, wherein: still include drain pipe (5), drain pipe (5) set up in structure mound (1), the water inlet of drain pipe (5) is close to dyke (100) setting, the outlet of drain pipe (5) deviates from dyke (100), the water inlet of drain pipe (5) is higher than the delivery port of drain pipe (5).
3. A revetment of a buried concrete retaining wall adapted for use in water remediation projects according to claim 2, wherein: still include gusset plate (6), gusset plate (6) fixed connection in one side that structure mound (1) deviates from dyke (100), through-hole (61) have been seted up to gusset plate (6), through-hole (61) intercommunication drain pipe (5).
4. A revetment of a buried concrete retaining wall adapted for use in water remediation projects according to claim 3, wherein: the reinforcing plate (6) is hinged with a water outlet flashboard (62), the hinged end of the water outlet flashboard (62) is close to the top of the through hole (61), and the water outlet flashboard (62) seals the through hole (61).
5. A revetment of a buried concrete retaining wall adapted for use in water remediation projects according to claim 1, wherein: the novel anchor pile comprises a structural pier (1), and is characterized by further comprising a plurality of anchor rods (7), wherein one ends of the anchor rods (7) are inserted into the deep of the embankment (100) and fixedly connected with the same, and the other ends of the anchor rods (7) are fixedly connected with the bottom of the structural pier (1).
6. A revetment of a buried concrete retaining wall adapted for use in water remediation projects according to claim 1, wherein: the building structure further comprises a second pouring layer (8), wherein the second pouring layer (8) covers the tops of the structural piers (1) and the additional wall (101).
7. The revetment of a stone-embedded concrete retaining wall for water remediation projects of claim 6, wherein: and the top side of the second pouring layer (8) is fixedly connected with a greening layer (81).
8. A revetment of a buried concrete retaining wall adapted for use in water remediation projects according to claim 1, wherein: the cross section of the structural pier (1) is projected to be trapezoid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321634884.7U CN220414126U (en) | 2023-06-26 | 2023-06-26 | Buried stone concrete retaining wall revetment suitable for water treatment engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321634884.7U CN220414126U (en) | 2023-06-26 | 2023-06-26 | Buried stone concrete retaining wall revetment suitable for water treatment engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220414126U true CN220414126U (en) | 2024-01-30 |
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ID=89657137
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321634884.7U Active CN220414126U (en) | 2023-06-26 | 2023-06-26 | Buried stone concrete retaining wall revetment suitable for water treatment engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220414126U (en) |
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2023
- 2023-06-26 CN CN202321634884.7U patent/CN220414126U/en active Active
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