CN215105238U - Composite slope type revetment - Google Patents
Composite slope type revetment Download PDFInfo
- Publication number
- CN215105238U CN215105238U CN202121201787.XU CN202121201787U CN215105238U CN 215105238 U CN215105238 U CN 215105238U CN 202121201787 U CN202121201787 U CN 202121201787U CN 215105238 U CN215105238 U CN 215105238U
- Authority
- CN
- China
- Prior art keywords
- gabion
- revetment
- landscape
- layer
- sides
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Revetment (AREA)
Abstract
The utility model relates to a compound slope formula shore protection, include: the device comprises a gabion shore protection layer laid along an inclined river bank, wherein gabion roofs and gabion fixing feet are arranged on two sides of the gabion shore protection layer, at least one landscape road is arranged in the middle of the gabion shore protection layer, and reinforcing facilities are arranged on two sides of the landscape road. The utility model discloses combine view road and shore protection gabion, because view route bed course and concrete road surface constitute to there is the deeper gabion groove of revetment or degree of depth, reinforce gabion shore protection in other words, and improved the view of river bank.
Description
Technical Field
The utility model relates to a composite slope type revetment, which is a hydraulic facility and is a revetment of a river bank, a water channel or other similar projects.
Background
Some rivers in scenic spot or densely populated area wash away less, the bank that the slope is slower can appear the erosion of bank, and water landscape also can attract more crowd, and crowd's trampling can make the coastal soil matter become flexible, destroys the vegetation, further aggravates the erosion rate of bank. Therefore, how to make the landscape along the river bank neat and beautiful and slow down the erosion of the water flow is a problem to be solved.
Disclosure of Invention
In order to overcome the problems of the prior art, the utility model provides a compound slope formula revetment. The revetment keeps the integrity and the erosion resistance of the river bank while keeping the river bank neat and attractive by arranging the gabion revetment and a structure combined with the gabion revetment.
The purpose of the utility model is realized like this: a composite slope revetment comprising: the device comprises a gabion shore protection layer laid along an inclined river bank, wherein gabion roofs and gabion fixing feet are arranged on two sides of the gabion shore protection layer, at least one landscape road is arranged in the middle of the gabion shore protection layer, and reinforcing facilities are arranged on two sides of the landscape road.
Furthermore, the landscape pavement layer is a concrete pavement, and the cushion layer is sand gravel.
Furthermore, the reinforcing facilities are landscape road gabion grooves or concrete retaining bricks or the combination of the landscape road gabion grooves and the concrete retaining bricks.
Furthermore, the depth of the landscape road gabion groove is one time larger than the thickness of the gabion revetment layer.
Furthermore, the gabion top guard is provided with a top guard gabion groove which is one time larger than the gabion shore protection layer in thickness.
Furthermore, strip-shaped gabion cages with rectangular sections are arranged in the landscape road gabion groove and the roof guard gabion groove.
Furthermore, the top protection gabion groove is connected with the cell vegetation top protection.
Furthermore, the cell vegetation canopy guard is connected with the canopy guard landscape road.
Furthermore, the surface course of the top protection landscape road is a concrete road surface, the cushion course is a trapezoidal sand gravel backfill with a large upper section and a small lower section, and the slope of the inclined sides of the two sides of the trapezoid is 1: 1.
Furthermore, the gabion fixing feet are provided with foot fixing gabion grooves which are two times larger than the thickness of the gabion revetment layer, the foot fixing gabion grooves are trapezoidal with the upper part larger than the lower part smaller than the lower part, the slope of the inclined sides of the two sides of the trapezoid is 1: 1, strip-shaped gabion cages with rectangular sections are arranged in the foot fixing gabion grooves, and backfill materials are arranged on the two sides of each strip-shaped gabion cage.
The utility model has the advantages and beneficial effects that: the utility model discloses combine view road and shore protection gabion, because view route bed course and concrete road surface constitute to there is the deeper gabion groove of revetment or degree of depth, reinforce gabion shore protection in other words, and improved the view of river bank.
Drawings
The present invention will be further explained with reference to the drawings and examples.
Fig. 1 is a schematic structural diagram of a revetment according to a first embodiment of the present invention.
Detailed Description
The first embodiment is as follows:
the embodiment is a composite slope revetment, as shown in fig. 1. The embodiment comprises the following steps: the device comprises a gabion revetment layer 1 laid along an inclined river bank, wherein gabion roofs 2 and gabion fixing feet 3 are arranged on two sides of the gabion revetment layer, at least one landscape road 4 is arranged in the middle of the gabion revetment layer, and reinforcing facilities are arranged on two sides of the landscape road.
In this embodiment, "two sides" means that, because the gabion revetment layer is a strip revetment extending along the bank, the higher side of the two sides is on the bank and is called a canopy protection, and the lower side is in or close to water and is called a foot fixing.
In the embodiment, the gabion revetment layer adopts an upper layer of gabion mesh and a lower layer of gabion mesh and a peripheral maintenance gabion mesh to form sheet gabion cages with the same specification, the middle of each gabion cage is filled with gravel with proper gradation, the bottom of each gabion cage is padded with non-woven fabric, and the gabion cages are twisted or welded together by lead wires.
The landscape road is arranged between the two gabion revetment layers, and two or even three landscape roads can be arranged when the revetment is wide, so that convenience can be provided for tourists, the gabion revetment layers can be protected, and the river erosion is prevented.
The landscape road surface can be made of concrete or other building materials, and the bottom layer can be paved by gravels, so that the landscape road is more stable. Reinforcing facilities can be arranged on two sides of the landscape pavement so as to improve the combining capacity of the concrete pavement and the gabion revetment layers on the two sides. If the two sides adopt the protection and reinforcement arrangement such as deeper gabion grooves or precast concrete blocks for protection and building.
The depth of the landscape road gabion groove is more than one time of the gabion revetment layer, so that the combination between the road surface and the gabion revetment layer is stable. And the gabion groove is internally provided with a gabion cage with a rectangular cross section, gravels which are graded according to a certain grade are filled in the gabion cage, and a soil layer is filled in the gabion cage and a lawn is planted in the gabion cage.
And the two sides of the gabion shore protection layer are provided with a gabion top protection and a gabion foot fixing. The gabion top guard can adopt a gabion groove with deeper depth and a gabion cage with a rectangular cross section, and the depth of the gabion groove is one time greater than the thickness of the gabion shore guard layer. The roof guard can use facilities such as cell vegetation, landscape roads and the like.
The gabion fixing foot adopts gabion grooves with two inclined sides, a gabion cage with a rectangular cross section is placed in the middle, and materials with high viscosity are filled in the two sides so as to improve the stability of the fixing foot.
Application example:
inclined revetment with landscape in a certain river: the method is characterized in that the mode of combining the gabion slope type revetment with the concrete landscape pavement is adopted, the width of the concrete landscape pavement is 4 meters, the thickness of a concrete plate is 20cm, a sand gravel cushion layer with the thickness of 20cm is arranged below the concrete plate, a non-woven fabric layer is laid below the concrete plate, and the height of the pavement is level with the average water level in the smooth period; a gabion revetment layer with the thickness of 50cm is arranged above the road surface elevation, and a non-woven fabric layer is laid below the gabion revetment layer; a gabion revetment layer with the thickness of 50cm is arranged below the road surface elevation, and a non-woven fabric layer is paved below the gabion revetment layer; and arranging gabion feet above 0.5m of the average dry water level in the free flowing period, wherein the feet are square with the width of 1.0m and the depth of 2.0m, the feet are protected by lead wire gabions, a layer of non-woven fabric is laid below, and the thickness of the feet is 60 cm.
Example two:
the embodiment is an improvement of the first embodiment, and is a refinement of the landscape road surface. The view pavement layer described in this embodiment is a concrete pavement, and the cushion layer is sand gravel.
The surface layer of the landscape road can be made of materials such as concrete and the like, and is combined with the sand gravel of the bottom layer, so that the road surface is smooth and is not easy to collapse.
Example three:
the present embodiment is a modification of the above-described embodiment, and is a refinement of the above-described embodiment with respect to the reinforcement facility. The reinforcement facility described in this embodiment is a landscape gabion groove 401 or a concrete masonry 402 or a combination of the landscape gabion groove and the concrete masonry, as shown in fig. 1.
The two sides of the landscape road can be provided with gabion grooves, or are protected and built by concrete prefabricated blocks, or one side of the landscape road is provided with gabion grooves, and the other side of the landscape road is provided with prefabricated concrete protection and building blocks.
Example four:
the present embodiment is an improvement of the above-described embodiment, and is a refinement of the above-described embodiment regarding the landscape gabion slot. The depth of the landscape road gabion groove is one time larger than the thickness of the gabion revetment layer.
The depth of the landscape gabion groove is larger than the thickness of the gabion revetment layer, so that the gabion revetment layer is more stable.
Example five:
the embodiment is an improvement of the above embodiment, and is a refinement of the above embodiment regarding the gabion canopy guard. The gabion top guard is provided with a top guard gabion groove, and the thickness of the top guard gabion groove is one time larger than that of the gabion shore guard.
The gabion top guard adopts a relatively deep gabion groove, can be usually one time deeper than a gabion shore protection layer, is relatively more stable, and can play a better role in water and soil conservation by being connected with the cell vegetation top guard.
Example six:
the present embodiment is an improvement of the above-described embodiment, and is a refinement of the above-described embodiment with respect to the gabion groove. Strip-shaped gabion cages with rectangular sections are arranged in the landscape road gabion groove and the roof guard gabion groove.
The gabion cage with the rectangular cross section is simple in form, easy to manufacture and low in cost, and is a common gabion cage shape.
Example seven:
the present embodiment is an improvement of the above-described embodiment, and is a refinement of the above-described embodiment with respect to the canopy guard gabion groove. The canopy guest channels described in this embodiment are engaged with the cell vegetation canopy 201, as shown in fig. 1.
The honeycomb vegetation canopy guard can adopt honeycomb cellular products made of various materials, plant various plants and increase water and soil retention capacity.
Example eight:
this embodiment is a modification of the above embodiment, and is a refinement of the above embodiment with respect to the roof protection of the cell vegetation. The cell vegetation canopy guard described in this embodiment is linked with a canopy guard landscape road.
The top protection landscape road can use the same structure as the landscape road in the gabion revetment layer, and can also use other structures.
Example nine:
the present embodiment is a modification of the above-described embodiments, and is a refinement of the above-described embodiments with respect to the overhead landscape road. The surface layer of the top protection landscape road described in this embodiment is a concrete pavement 202, the cushion layer is a trapezoidal sand gravel backfill 203 with a large upper part and a small lower part in cross section, and the slope of the inclined sides at two sides of the trapezoid is 1: 1, as shown in fig. 1.
In general, the roof-protecting landscape road has more chances to be stepped by people, so the thickness of the cushion layer of the roof-protecting landscape road can be thicker, and the roof-protecting landscape road is firmer.
Example ten:
the present embodiment is an improvement of the above-described embodiment, and is a refinement of the above-described embodiment regarding the gabion stub. The gabion solid leg of this embodiment is provided with a solid leg gabion groove which is two times larger than the thickness of the gabion revetment layer, the solid leg gabion groove is in a trapezoid shape with a large upper part and a small lower part, the slope of the inclined sides of the trapezoid shape is 1: 1, a strip-shaped gabion cage 301 with a rectangular cross section is arranged in the solid leg gabion groove, and backfill 302 is arranged on two sides of the strip-shaped gabion cage, as shown in fig. 1.
When the gabion groove is designed to be in an inverted trapezoid shape, and the gabion cage is in a strip shape with a rectangular cross section, more backfill soil can be backfilled on two sides of the gabion cage, and clay can be mixed into the backfill soil, so that the backfill soil has high viscosity, and the stability of the foot fixing is improved.
Finally, it should be noted that the above is only used for illustrating the technical solution of the present invention and not for limiting, and although the present invention has been described in detail with reference to the preferred arrangement, it should be understood by those skilled in the art that the technical solution of the present invention (such as the form of gabion revetment layer, the form of landscape road and the form of top protection and foot fixation, etc.) can be modified or replaced with equivalents without departing from the spirit and scope of the technical solution of the present invention.
Claims (10)
1. A composite slope revetment comprising: the gabion revetment structure is characterized in that at least one landscape road is arranged in the middle of the gabion revetment layer, and reinforcing facilities are arranged on two sides of the landscape road.
2. The revetment according to claim 1, wherein the landscape pavement layer is a concrete pavement and the bedding layer is sand gravel.
3. The revetment according to claim 2, wherein said reinforcement means is a landscape gabion trough or a concrete revetment or a combination of landscape gabion troughs and concrete revetment.
4. The revetment according to claim 3, wherein the depth of said landscape gabion channels is greater than one time the thickness of the gabion revetment layer.
5. The revetment according to claim 4, wherein said gabion revetment has a revetment gabion groove having a thickness one time greater than the thickness of the gabion revetment layer.
6. The revetment according to claim 5, wherein strip gabion cages with rectangular cross-section are arranged in the landscape gabion groove and the top-protecting gabion groove.
7. The revetment according to claim 6, wherein said rooftop gabion channels engage with cell vegetation roofs.
8. The revetment according to claim 7, wherein said cell vegetation revetment is engaged with a revetment landscape.
9. The revetment according to claim 8, wherein the top revetment landscape road surface layer is a concrete pavement, the cushion layer is a trapezoidal sand gravel backfill with a large-upper section and a small-lower section, and the slope of the inclined sides at two sides of the trapezoid is 1: 1.
10. The revetment according to claim 9, wherein the gabion fixing feet are provided with foot fixing gabion grooves which are larger than twice of the thickness of the gabion revetment, the foot fixing gabion grooves are trapezoidal with the upper part larger than the lower part smaller than the lower part, the slope of the inclined sides on two sides of each trapezoid is 1: 1, strip-shaped gabion cages with rectangular cross sections are arranged in the foot fixing gabion grooves, and backfill materials are arranged on two sides of each strip-shaped gabion cage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121201787.XU CN215105238U (en) | 2021-06-01 | 2021-06-01 | Composite slope type revetment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121201787.XU CN215105238U (en) | 2021-06-01 | 2021-06-01 | Composite slope type revetment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215105238U true CN215105238U (en) | 2021-12-10 |
Family
ID=79301988
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121201787.XU Active CN215105238U (en) | 2021-06-01 | 2021-06-01 | Composite slope type revetment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215105238U (en) |
-
2021
- 2021-06-01 CN CN202121201787.XU patent/CN215105238U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US8448279B2 (en) | Ecologically-sound waterway culvert restoration | |
| CN112391997B (en) | Ecological river bank structure for sponge city construction | |
| CN112211159A (en) | Ecological revetment and ecological revetment combined system and construction method | |
| CN106120651A (en) | A kind of colonnade formula stacked arrangement ecological revetment and construction method thereof | |
| CN112211157A (en) | Ecological restoration method for micro-topography of abandoned sand pit of riparian zone in high-altitude area | |
| CN113152354B (en) | Structure and method for pre-positioned in-situ water ecological restoration of tidal river reach | |
| CN212224049U (en) | Building district sponge city rainwater collection system | |
| CN215105238U (en) | Composite slope type revetment | |
| CN217923356U (en) | A gabion gabion revetment structure | |
| CN216141980U (en) | Ecological fish tank revetment system for Bidao river concave bank | |
| CN111778925A (en) | River course ecological slope protection and construction method thereof | |
| CN216640433U (en) | Ecological bank protection structure for river channel treatment | |
| CN215562318U (en) | Ecological bank protection | |
| CN216379837U (en) | Ecological drainage system of sponge urban road | |
| CN214657144U (en) | Novel ecological bank protection suitable for northwest loess plateau area | |
| CN216838786U (en) | Highway subgrade side slope protector | |
| CN215758827U (en) | Ecological river bank protection suitable for soft foundation | |
| CN210887100U (en) | City water environment view is with gentle slope manger plate structure | |
| CN110258449B (en) | Gentle slope water retaining structure for urban water environment landscape | |
| CN213507894U (en) | Permeable pavement for sidewalk | |
| CN213328973U (en) | Ecological corridor constructed on hard vertical revetment foundation | |
| CN210507515U (en) | Greening gravity type retaining wall | |
| CN113863465A (en) | Ecological drainage system of sponge urban road | |
| CN214735199U (en) | Leading normal position aquatic attitude restoration structure of tidal river reach | |
| CN214363286U (en) | Harbor Canal Ecological Slope Protection |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |