CN207003363U - Barrier wall structure and channel revetment system - Google Patents
Barrier wall structure and channel revetment system Download PDFInfo
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- CN207003363U CN207003363U CN201720927688.7U CN201720927688U CN207003363U CN 207003363 U CN207003363 U CN 207003363U CN 201720927688 U CN201720927688 U CN 201720927688U CN 207003363 U CN207003363 U CN 207003363U
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- 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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Abstract
It the utility model is related to the landscape water body Shore protection design such as city river, lake and building technology field, disclose a kind of barrier wall structure and channel revetment system, the barrier wall structure includes defining the wall (10) of cavity, is from top to bottom distributed with for the growing area (11) of planting plants in the cavity and the back filled region (12) for accommodating backfilling material.Barrier wall structure of the present utility model can realize the local use of earth excavation, reduce the amount of abandoning outside the earthwork, while also have ecoscape function.
Description
Technical field
The landscape water body Shore protection design such as city river, lake and building technology field are the utility model is related to, is specifically related to
And a kind of barrier wall structure and channel revetment system.
Background technology
Common waterside barrier wall structure at present, mainly have gravity type, cantilevered concrete or block stone barricade, gabion baffling,
Mountain stone barricade, block wall (including decorative block barricade and ecological block barricade) etc..Can it can be divided into plant according to plant raw
Raw barricade and the raw class of barricade two of non-plant, wherein gravity type, cantilevered concrete or block stone barricade and decorative block barricade belong to non-
Plant raw barricade；And gabion baffling, mountain stone barricade and ecological block barricade belong to the raw barricade of plant.These barricades are under different conditions
It disclosure satisfy that different shore protection demands.
In river engineering, due to barricade form selection to shore protection safety, hydrophilic safety, purification of water quality, restoration of the ecosystem,
Which type of shore protection form landscape, humane leisure etc. select there is influence, realize above-mentioned various functions, are
The subject matter that channel revetment faces in administering.
But there is following defect in barrier wall structure common at present：Gravity type, cantilevered concrete or block stone barricade, stone
Cage barricade and mountain stone barricade, need to carry out earth excavation in work progress, the substantial amounts of earthwork can be produced and abandon fortune, to external environment condition
Interference or pollution are produced, and ecoscape is poor；Block wall, when wall height is higher, it is necessary to reference to Reinforcement gridiron
Constructed Deng supplementary structure, also need larger earthwork excavated volume and backfill amount, cost higher；Gabion baffling, water retention property is poor,
Plant life to be difficult to survive, afforestation effect is poor, and easily hangs rubbish and floating object, it is difficult to clears up.In addition, in Landscape River construction,
Hydrophilic road is generally located on barricade side, but due to being backfill after barricade, often causes road differential settlement or damage
The problems such as.
Utility model content
The purpose of this utility model is to propose a kind of barrier wall structure and the river containing the barrier wall structure for drawbacks described above
Road shore protection system, the barrier wall structure can realize the local use of earth excavation, reduce the amount of abandoning outside the earthwork, while also have life
State landscape function.
To achieve these goals, the utility model provides a kind of barrier wall structure, and the barrier wall structure includes defining cavity
Wall, be from top to bottom distributed with for the growing area of planting plants in the cavity and the backfill for accommodating backfilling material
Area.
Preferably, the wall is formed as groove type, and the wall includes the first side wall, second sidewall and bottom wall, and described
One side wall, second sidewall and bottom wall limit the cavity together.
Preferably, the barrier wall structure is close in river course setting, and the first side wall is located at the barrier wall structure near water
Side, the second sidewall are located at the land side of the barrier wall structure.
Preferably, it is provided with hydrophilic plank road above the first side wall or the second sidewall.
Preferably, guardrail and/or bench/chair are provided with the hydrophilic plank road.
Preferably, it is provided with planting hole on the first side wall.
Preferably, osculum is offered on the bottom wall of the wall.
Preferably, bed course is provided with below the wall, corresponding with the osculum open is offered on the bed course
Hole.
Preferably, the bottom wall of the wall is located at the lower section of the bottom of river channel, formed with for connecting on the wall
The passage of the growing area and the river course.
Preferably, make the first side wall top be located at the river course ordinary water level lower section to form the passage；
Or the region of the correspondence growing area in the first side wall opens up intercommunicating pore, the intercommunicating pore is formed as the passage.
Preferably, it is provided with crossbeam between the growing area and the back filled region.
The utility model also provides a kind of channel revetment system, and the channel revetment system includes closing on the barricade of river course setting
Structure, the barrier wall structure are above-described barrier wall structure.
Preferably, the channel revetment system is oblique including the side wall positioned at the barrier wall structure land side from the wall
The ramp structure for serike upwardly extended.
Preferably, the top of the side wall positioned at the barrier wall structure land side of the wall is higher than the ramp structure
Down-hill end, and/or the planting soil layer of the ramp structure are located at the barrier wall structure land side by be arranged at the wall
Side wall on spilled water hole connected with the cavity of the barrier wall structure.
Barrier wall structure of the present utility model realizes the local use of earth excavation by setting back filled region, to reduce the earthwork
The outer amount of abandoning, so as to avoid the interference or pollution to external environment condition, reduces investment outlay；The utility model passes through in the back filled region simultaneously
Top set growing area to realize the ecoscape function of barrier wall structure.
Other features and advantages of the utility model will be described in detail in subsequent specific embodiment part.
Brief description of the drawings
Accompanying drawing is to be further understood for providing to of the present utility model, and a part for constitution instruction, and following
Embodiment be used to explain the utility model together, but do not form to limitation of the present utility model.In the accompanying drawings：
Fig. 1 is a kind of structural representation of embodiment of the utility model channel revetment system；
Fig. 2 is the structural representation of the another embodiment of the utility model channel revetment system.
Description of reference numerals
The growing area of 10 wall 11
12 back filled region, 13 hydrophilic plank road
The crossbeam of 14 bed course 15
The first side wall of 20 ramp structure 101
The bottom wall of 102 second sidewall 103
131 132 benches of guardrail/chair
The intercommunicating pore of 1011 planting hole 1012
The osculum of 1021 spilled water hole 1031
Embodiment
Specific embodiment of the present utility model is described in detail below in conjunction with accompanying drawing.It should be appreciated that herein
Described embodiment is merely to illustrate and explained the utility model, is not limited to the utility model.
In the utility model, in the case where not making opposite explanation, the noun of locality such as " upper and lower " used typically refers to pacify
It is upper and lower under dress state." inside and outside " refers to relative to the inside and outside of each part profile itself.
The utility model provides a kind of barrier wall structure, and the barrier wall structure includes the wall 10 for defining cavity, the cavity
Inside from top to bottom it is distributed with for the growing area 11 of planting plants and the back filled region 12 for accommodating backfilling material.
Barrier wall structure is typically mainly used in supporting Roadbed Soil or the hillside soil body, to prevent from banketing or soil deformation unstability.
Such as the shore protection as landscape water bodies such as city river, lakes, or road, the isostructural bank protection in slope.But in barricade knot
In the work progress of structure, it usually needs carry out earth excavation, therefore the substantial amounts of earthwork can be produced and abandon fortune, so as to be produced to external environment condition
Raw interference or pollution.And barrier wall structure provided by the utility model, by setting back filled region 12, earth excavation can be realized just
Ground utilizes, and so as to reduce the amount of abandoning outside the earthwork, avoids the interference or pollution to external environment condition, and then reduce investment outlay.In addition, this practicality
New also to set growing area 11 in the top of back filled region 12, the growing area 11 can be used in planting various plants, so as to realize gear
The ecoscape function of wall construction.
For the structure of wall 10, according to a kind of preferred embodiment of the present utility model, the wall 10 is formed as recessed
Flute profile, the wall 10 include the first side wall 101, second sidewall 102 and bottom wall 103, the first side wall 101, second sidewall 102
The cavity is limited together with bottom wall 103.
Wherein wall 10 can be integrally formed, in addition, in order to improve the intensity of wall 10, wall 10 is preferably mixed using reinforcing bar
Solidifying soil material is made.
Visitor's, which views and admires, is safeguarded to the growing area 11 of the utility model barrier wall structure for convenience, and is met
Hydrophilic, the near water demand of people in Landscape River, the first side wall 101 or second sidewall of the utility model in the wall 10
102 top is provided with hydrophilic plank road 13.So it is used as the construction basis of hydrophilic plank road 13 by using the structure of wall 10,
Can not only investment reduction, additionally it is possible to avoid in the prior art, by hydrophilic constructing road in barricade such as in Landscape River design
The outside of structure break face and caused by road surface differential settlement and the problems such as road damage.
In addition, in order to ensure security that visitor plays on hydrophilic plank road, can be set on the hydrophilic plank road 13
Guardrail 131.And had a rest for the ease of visitor on hydrophilic plank road, bench/chair can also be set on the hydrophilic plank road 13
132.Wherein, guardrail 131 and bench/chair 132 can be configured respectively, guardrail 131 directly can also be arranged into stool type
Railing, to be provided simultaneously with rest and enclosing function.
In the utility model, the barrier wall structure can also have following architectural feature：
Planting hole 1011 is provided with the first side wall 101 or the second sidewall 102, the planting hole 1011 can conduct
The place that plant growth or biology are inhabited, to ensure the lateral ties of the inside of the wall 10 and outside ecological path；
Osculum 1031 is offered on the bottom wall 103 of the wall 10, the osculum 1031 can realize barrier wall structure
The connection of cavity and bottom soil, to ensure the vertical contact in ecological path inside and outside the wall 10；
The lower section of the wall 10 is provided with bed course 14, is offered on the bed course 14 corresponding with the osculum 1031
Perforate, the bed course 14 are used for levelling, the bed course when setting the wall 10 between bottom undisturbed soil or backfill
14 are preferably made up of concrete；
Spilled water hole 1021 is offered in the first side wall 101 or the second sidewall 102, the spilled water hole 1021 can be used for
Exclude the water outside barrier wall structure side.
The planting hole 1011, osculum 1031 and spilled water hole 1021 in above-mentioned can be formed as arbitrary shape, and
Can have respectively multiple, it is preferably to be arranged as blossom type.
In order to strengthen the steadiness of wall 10, the utility model is also set between the growing area 11 and the back filled region 12
It is equipped with crossbeam 15.
According to a kind of embodiment of the utility model barrier wall structure, the barrier wall structure is close in river course setting, described
The first side wall 101 is located at the side near water of the barrier wall structure, and the second sidewall 102 is located at the land side of the barrier wall structure.
The bottom wall 103 of the wall 10 is located at the lower section of the bottom of river channel, and the wall 10 is provided with the hydrophilic plank road 13
Side wall projects upwardly to the top of the ordinary water level in the river course (referring to Fig. 1 or Fig. 2).
Wherein, the depth of water of the growing area 11 is preferably 0~50cm, to form the hydrophilic environment of safety.The growing area
11 land and water boundary to waters area plantation humidogene, it is aquatic or it is resistance to flood plant, as perennial plant (such as reed, Lythrum salicaria, calamus,
Withy etc.), the circulatory system of the animals and plants of shallow water area is formed, various living environment can not only be provided for animals and plants, be
Aquatic animals and plants normal growth, the activity such as inhabit, breed advantage is provided, building abundant habitat, but also can block
External contaminants is cut, is collected, the filtering domatic rainwater collected in river course, is purified into river matter, build waterfront landscape so that the gear
Wall construction is provided simultaneously with the functions such as erosion control, filtering, shielding, source remittance, hydrophilic, habitat.In addition, that is planted in growing area 11 is aquatic
Plant, the precipitation of drift is also helped, be easy to safeguard and overhaul.
In the above-mentioned barrier wall structure for being close in river course setting, the planting hole 1011 is preferably disposed on the first side wall
On 101, for planting humidogene, aquatic or resistance to flood plant.It together form good biology with growing area 11 and river course and follows
Loop system.
In addition, formed with the passage for connecting the growing area 11 and the river course on the wall 10.Such institute
It is water body needed for it supplements plant growth to state the water in river course as passage to be entered in growing area 11, and when in the growing area 11
When having more water because of rainfall or other factors, unnecessary water can be discharged into river course through the passage, so as to ensure growing area
The healthy growth of 11 implants.In addition, the implants of barrier wall structure growing area 11 can also be carried out only to the precipitation entered in it
Change, so as to reduce water pollution.
Above-described passage can have a variety of generation types, according to a kind of preferred embodiment of the present utility model, sheet
Utility model by make the top of the first side wall 101 be located at the river course ordinary water level lower section to form the passage
(referring to Fig. 1).According to another preferred embodiment of the present utility model, pair of the utility model in the first side wall 101
Answer the region of the growing area 11 to open up intercommunicating pore 1012, the intercommunicating pore 1012 is formed as the passage (referring to Fig. 2).
The utility model also provides a kind of channel revetment system, and the channel revetment system includes closing on the barricade of river course setting
Structure, the barrier wall structure are above-described barrier wall structure.
As shown in Figure 1 or 2, the channel revetment system includes being located at the barrier wall structure backwater from the wall 10
The ramp structure 20 for serike that the side wall of side extends obliquely.
Wherein, the top of the side wall positioned at the barrier wall structure land side of the wall 10 is higher than the ramp structure 20
Down-hill end, can so intercept the growing area that pollutant, precipitation or the soil body in ramp structure 20 enter the barrier wall structure
11 and river course in, so as to polluted river channel.
In addition, the planting soil layer of the ramp structure 20 of the present utility model is located at institute by be arranged at the wall 10
The spilled water hole 1021 stated in the side wall of barrier wall structure land side connects with the cavity of the barrier wall structure.So in ramp structure 20
Unnecessary water can be discharged into the cavity of the barrier wall structure by spilled water hole 1021, on the one hand can compensate for growing area 11 and planting hole
The growth water of 1011 implants, on the other hand can by back filled region 12 backfilling material or growing area 11 planting soil filtering
After purification, it is discharged into by the osculum 1031 of barrier wall structure bottom in the soil of bottom, or be discharged into through the passage in river course.
In channel revetment system of the present utility model, ramp structure 20, barrier wall structure, river course and the plant in it and life
Thing constitutes good biological cycle system, can form good natural landscape effect, along with reference to the structure shape of wall 10
Into hydrophilic active region (i.e. hydrophilic plank road 13), be easy to river maintenance and hydrophilic, the near water of visitor, can realize that " pasture and water are rich
The landscape effect of beautiful, people's aqueous phase parent ".In addition, the utility model utilizes Reinforced Concrete Retaining Walls structure, Repulse Bay is formd (i.e.
Growing area 11), plant raw wall (the first side wall 101 for being provided with planting hole 1011) and hydrophilic plank road 13, change conventional river course
The unicity of barricade, the function of barricade is enriched, reduce the outer freight volume of the present situation cubic metre of earth and stone, improve operating efficiency, reduce comprehensive
Close cost, at the same also provide for later maintenance management it is convenient.
Preferred embodiment of the present utility model, still, the utility model and unlimited is described in detail above in association with accompanying drawing
Detail in above-mentioned embodiment, can be to skill of the present utility model in range of the technology design of the present utility model
Art scheme carries out a variety of simple variants, and these simple variants belong to the scope of protection of the utility model.
It is further to note that each particular technique feature described in above-mentioned embodiment, in not lance
In the case of shield, it can be combined by any suitable means.In order to avoid unnecessary repetition, the utility model is to each
The possible combination of kind no longer separately illustrates.
In addition, it can also be combined between a variety of embodiments of the present utility model, as long as it is not disobeyed
Thought of the present utility model is carried on the back, it should equally be considered as content disclosed in the utility model.
Claims (14)
- A kind of 1. barrier wall structure, it is characterised in that the barrier wall structure includes defining the wall (10) of cavity, in the cavity by Up to it is distributed with down for the growing area (11) of planting plants and the back filled region (12) for accommodating backfilling material.
- 2. barrier wall structure according to claim 1, it is characterised in that the wall (10) is formed as groove type, the wall (10) the first side wall (101), second sidewall (102) and bottom wall (103), the first side wall (101), second sidewall are included (102) and bottom wall (103) limits the cavity together.
- 3. barrier wall structure according to claim 2, it is characterised in that the barrier wall structure is close in river course setting, described The first side wall (101) is located at the side near water of the barrier wall structure, and the second sidewall (102) is located at the backwater of the barrier wall structure Side.
- 4. barrier wall structure according to claim 3, it is characterised in that the first side wall (101) or the second sidewall (102) hydrophilic plank road (13) is provided with above.
- 5. barrier wall structure according to claim 4, it is characterised in that be provided with guardrail on the hydrophilic plank road (13) And/or bench/chair (132) (131).
- 6. barrier wall structure according to claim 3, it is characterised in that be provided with planting hole on the first side wall (101) (1011)。
- 7. barrier wall structure according to claim 3, it is characterised in that offered on the bottom wall (103) of the wall (10) Osculum (1031).
- 8. barrier wall structure according to claim 7, it is characterised in that be provided with bed course below the wall (10) (14), the perforate corresponding with the osculum (1031) is offered on the bed course (14).
- 9. barrier wall structure according to claim 3, it is characterised in that the bottom wall (103) of the wall (10) is positioned at described The lower section of bottom of river channel, formed with the passage for connecting the growing area (11) and the river course on the wall (10).
- 10. barrier wall structure according to claim 9, it is characterised in that make the top of the first side wall (101) be located at institute The lower section of the ordinary water level in river course is stated to form the passage；Or the correspondence growing area in the first side wall (101) (11) region opens up intercommunicating pore (1012), and the intercommunicating pore (1012) is formed as the passage.
- 11. barrier wall structure according to claim 1, it is characterised in that the growing area (11) and the back filled region (12) Between be provided with crossbeam (15).
- 12. a kind of channel revetment system, the channel revetment system includes closing on the barrier wall structure of river course setting, it is characterised in that The barrier wall structure is the barrier wall structure described in any one in claim 1-11.
- 13. channel revetment system according to claim 12, it is characterised in that the channel revetment system is included from described The ramp structure (20) for serike that the side wall positioned at the barrier wall structure land side of wall (10) extends obliquely.
- 14. channel revetment system according to claim 13, it is characterised in that the wall (10) is located at the barricade The top of the side wall of structure land side is higher than the down-hill end of the ramp structure (20), and/or the kind of the ramp structure (20) Plant soil layer by be arranged at the wall (10) spilled water hole (1021) positioned at the side wall of the barrier wall structure land side in and The cavity connection of the barrier wall structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720927688.7U CN207003363U (en) | 2017-07-27 | 2017-07-27 | Barrier wall structure and channel revetment system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720927688.7U CN207003363U (en) | 2017-07-27 | 2017-07-27 | Barrier wall structure and channel revetment system |
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| Publication Number | Publication Date |
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| CN207003363U true CN207003363U (en) | 2018-02-13 |
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ID=61457586
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| CN201720927688.7U Active CN207003363U (en) | 2017-07-27 | 2017-07-27 | Barrier wall structure and channel revetment system |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661008A (en) * | 2018-07-19 | 2018-10-16 | 上海勘测设计研究院有限公司 | A kind of half spacious empty van formula Ecological Retaining Wall |
| CN108661009A (en) * | 2018-07-19 | 2018-10-16 | 上海勘测设计研究院有限公司 | A kind of ecology counterfort wall |
| CN108914883A (en) * | 2018-07-26 | 2018-11-30 | 广东省水利电力勘测设计研究院 | A kind of the levee toe beach safeguard structure and means of defence of integrated restoration of the ecosystem |
| CN108978591A (en) * | 2018-08-14 | 2018-12-11 | 上海勘测设计研究院有限公司 | The hydrophilic ecological revetment of multi-arch type |
| CN109162295A (en) * | 2018-11-02 | 2019-01-08 | 浙江省工程物探勘察院 | A kind of cast-in-situ steel reinforced concrete gravity retaining wall structure and its construction method |
| CN113461166A (en) * | 2021-07-16 | 2021-10-01 | 长江水资源保护科学研究所 | Ecological clean system in city lake |
-
2017
- 2017-07-27 CN CN201720927688.7U patent/CN207003363U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661008A (en) * | 2018-07-19 | 2018-10-16 | 上海勘测设计研究院有限公司 | A kind of half spacious empty van formula Ecological Retaining Wall |
| CN108661009A (en) * | 2018-07-19 | 2018-10-16 | 上海勘测设计研究院有限公司 | A kind of ecology counterfort wall |
| CN108914883A (en) * | 2018-07-26 | 2018-11-30 | 广东省水利电力勘测设计研究院 | A kind of the levee toe beach safeguard structure and means of defence of integrated restoration of the ecosystem |
| CN108978591A (en) * | 2018-08-14 | 2018-12-11 | 上海勘测设计研究院有限公司 | The hydrophilic ecological revetment of multi-arch type |
| CN109162295A (en) * | 2018-11-02 | 2019-01-08 | 浙江省工程物探勘察院 | A kind of cast-in-situ steel reinforced concrete gravity retaining wall structure and its construction method |
| CN113461166A (en) * | 2021-07-16 | 2021-10-01 | 长江水资源保护科学研究所 | Ecological clean system in city lake |
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