CN207079538U - A kind of upright high Retaining Wall Reinforcement and the ecological reconstruction structure in mountain channel - Google Patents
A kind of upright high Retaining Wall Reinforcement and the ecological reconstruction structure in mountain channel Download PDFInfo
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- CN207079538U CN207079538U CN201720277250.9U CN201720277250U CN207079538U CN 207079538 U CN207079538 U CN 207079538U CN 201720277250 U CN201720277250 U CN 201720277250U CN 207079538 U CN207079538 U CN 207079538U
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- box
- barricade
- flower trough
- prefabricated
- retaining wall
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Abstract
Uprightly high Retaining Wall Reinforcement and the ecological reconstruction structure, including vertical type barricade of a kind of mountain channel disclosed in the utility model, it is characterised in that be provided with Ecotypic Stone Mesh-box barricade before the side near water of the vertical type barricade.Uprightly compared with the prior art, its improvement cost is greatly lowered high Retaining Wall Reinforcement and ecological reconstruction structure, while the influence in work progress to environment is also minimum for mountain channel of the present utility model, and the impact after building up to bio-diversity along the river reduces.
Description
Technical field
Channel revetment technical field is the utility model is related to, uprightly high Retaining Wall Reinforcement and the life of more particularly to a kind of mountain channel
State reconstruction structure.
Background technology
With social economy and the development of urbanization, urbanization population constantly increases, and the construction in rigid city be unable to do without river
Stream is interspersed, urban river most concern and attention because the density of population in city receives, with the increasing of natural calamity
More, design standard raising, urban river have been able to meet city operations demand.But mountain stream is due to naturally humane society
Can etc. reason, washing away and being negligent of the protection and regulation to it year in year out, all there is hidden danger in shore protection barricade strength durable, can
The Urban population life in downstream can be impacted.Mountain channel is due to the geology rock matter condition of uniqueness, its bank protection structure base
This is vertical type (Gravity Retaining Wall), and the transformation for mountain area barricade exists only in the transformation of hard structure in the past, and barricade adds
Height is reinforced or removed and rebuilds, and this way has Railway Project：One heightening and consolidation hard structure can produce shadow to monolithic stability
Ring, mountain seism is more than Plain, and high barricade can be more easy to collapse.Two remove the new barricade of reconstruction, and excavation of foundation pit is excessive, to building along the river
Influence too big.Three rigidity revetments do not have any benefit to river channel ecology, along the river landscape.
Utility model content
Technical problem to be solved in the utility model is above-mentioned present in existing mountain channel shore protection technology
Deficiency and a kind of mountain channel uprightly high Retaining Wall Reinforcement and ecological reconstruction structure is provided, to reduce improvement cost and Construction on Environment
Influence.
Technical problem to be solved in the utility model can be achieved through the following technical solutions：
A kind of mountain channel uprightly high Retaining Wall Reinforcement and ecological reconstruction structure, including vertical type barricade, it is characterised in that
Ecotypic Stone Mesh-box barricade is provided with before the side near water of the vertical type barricade.
In a preferred embodiment of the present utility model, the Ecotypic Stone Mesh-box barricade includes being cast in the vertical type gear
The reinforced concrete bottom plate of wall bottom and riverbed bottom and the plain concrete bed course that is cast on the reinforced concrete bottom plate and pile up described
Ecotypic Stone Mesh-box on plain concrete bed course；The Ecotypic Stone Mesh-box gear coping is in step state, is placed with every grade of step surface pre-
Assembled processed combines flower trough, and the elevation of the prefabricated assembled combination flower trough of most last layer, which reaches, calculates fifty year return period flood level.
In a preferred embodiment of the present utility model, the prefabricated assembled combination flower trough is spent by some prefabricated horizontal types
Groove unit forms along water front arrangement, is connected between contiguous prefabricated horizontal type flower trough unit using box and pin mode.
In a preferred embodiment of the present utility model, in addition to one layer of prefabricated assembled combination flower trough topmost, remaining
Also include some prefabricated vertical flower trough units in the prefabricated assembled combination flower trough of layer, at interval of several prefabricated horizontal type flower trough lists
Member places a prefabricated vertical flower trough unit, and the outer end both sides of the prefabricated vertical flower trough unit are each provided with a rib, and two
Individual rib respectively catches on the prefabricated horizontal type flower trough unit of adjacent both sides.
In a preferred embodiment of the present utility model, the reinforced concrete plate outer side in the Ecotypic Stone Mesh-box barricade bottom
Be provided with Ecotypic Stone Mesh-box barricade town pin, the Ecotypic Stone Mesh-box barricade town pin using M10 starch air parcel barnacle into.
In a preferred embodiment of the present utility model, it is equipped with the riverbed before the Ecotypic Stone Mesh-box barricade town pin
Ecotypic Stone Mesh-box layer, to prevent underearth stone to be washed.
In a preferred embodiment of the present utility model, the Ecotypic Stone Mesh-box layer height is 500mm.
By adopting the above-described technical solution, upright high Retaining Wall Reinforcement and the ecological reconstruction knot in mountain channel of the present utility model
Compared with the prior art, its improvement cost is greatly lowered structure, while the influence in work progress to environment is also minimum, builds
Reduce into the rear impact to bio-diversity along the river.
Brief description of the drawings
Fig. 1 is the utility model structure diagram.
Fig. 2 is the top view of the prefabricated assembled combination flower trough of the superiors in the utility model.
Fig. 3 is the top view of middle one layer of prefabricated assembled combination flower trough in the utility model.
Fig. 4 is the top view of bottom one layer of prefabricated assembled combination flower trough in the utility model.
Embodiment
Referring to Fig. 1, mountain channel uprightly high Retaining Wall Reinforcement and the ecological reconstruction structure, including vertical type barricade shown in figure
100, it is provided with Ecotypic Stone Mesh-box barricade 200 before the side near water of vertical type barricade 100.
Ecotypic Stone Mesh-box barricade 200 includes being cast in the He of reinforced concrete bottom plate 210 of the bottom of vertical type barricade 100 and riverbed bottom
The plain concrete bed course 220 that is cast on reinforced concrete bottom plate 210 and pile up the Ecotypic Stone Mesh-box 230 on plain concrete bed course 220.
The top of Ecotypic Stone Mesh-box barricade 200 is in three-level step state, and prefabricated assembled group is placed with three-level step surface
Flower trough 310,320,330 is closed, the elevation of the prefabricated assembled combination flower trough 310 of most last layer, which reaches, calculates fifty year return period flood
Position.
Referring to Fig. 2, prefabricated assembled combination flower trough 310 is formed by some prefabricated horizontal type flower trough units 311 along water front arrangement,
Connected between contiguous prefabricated horizontal type flower trough unit 311 using box and pin mode.
Referring to Fig. 3, middle one layer of prefabricated assembled combination flower trough 320 is by some prefabricated horizontal type flower trough units 321 and some
Prefabricated vertical flower trough unit 322 is formed along water front arrangement, and box and pin mode is used between contiguous prefabricated horizontal type flower trough unit 321
Connection；A prefabricated vertical flower trough unit 322 is placed at interval of several prefabricated horizontal type flower trough units 321.Prefabricated vertical flower trough
The outer end both sides of unit 322 are each provided with rib 322a, a 322b, and two ribs 322a, 322b are respectively by adjacent both sides
Prefabricated horizontal type flower trough unit 321 is caught on.
Referring to Fig. 4, the prefabricated assembled combination flower trough 330 of basecoat is by some prefabricated horizontal type flower trough units 331 and some
Prefabricated vertical flower trough unit 332 is formed along water front arrangement, and box and pin mode is used between contiguous prefabricated horizontal type flower trough unit 331
Connection；A prefabricated vertical flower trough unit 332 is placed at interval of several prefabricated horizontal type flower trough units 331.Prefabricated vertical flower trough
The outer end both sides of unit 332 are each provided with rib 332a, a 332b, and two ribs 332a, 332b are respectively by adjacent both sides
Prefabricated horizontal type flower trough unit 331 is caught on.
The outside of reinforced concrete bottom plate 210 of the bottom of Ecotypic Stone Mesh-box barricade 200 is provided with Ecotypic Stone Mesh-box barricade town pin 400, it is raw
State gabion baffling town pin 400 using M10 starch air parcel barnacle into.The width of Ecotypic Stone Mesh-box barricade town pin 400 is 800mm.
Ecotypic Stone Mesh-box layer 500 is equipped with riverbed before Ecotypic Stone Mesh-box barricade town pin 400, to prevent that underearth stone from being rushed
Brush.Ecotypic Stone Mesh-box layer height is 500mm, width 8m.
Claims (6)
1. a kind of mountain channel uprightly high Retaining Wall Reinforcement and ecological reconstruction structure, including vertical type barricade, it is characterised in that in institute
Ecotypic Stone Mesh-box barricade is provided with before stating the side near water of vertical type barricade；
The Ecotypic Stone Mesh-box barricade includes being cast in the reinforced concrete bottom plate of the vertical type barricade bottom and riverbed bottom and poured
Plain concrete bed course on the reinforced concrete bottom plate and pile up the Ecotypic Stone Mesh-box on the plain concrete bed course；The Ecotypic Stone Mesh-box gear
Coping is in step state, and prefabricated assembled combination flower trough is placed with every grade of step surface, and most last layer is prefabricated assembled
The elevation of combination flower trough, which reaches, calculates fifty year return period flood level.
2. upright high Retaining Wall Reinforcement and the ecological reconstruction structure in mountain channel as claimed in claim 1, it is characterised in that described pre-
Assembled combination flower trough processed is formed by some prefabricated horizontal type flower trough units along water front arrangement, between contiguous prefabricated horizontal type flower trough unit
Connected using box and pin mode.
3. upright high Retaining Wall Reinforcement and the ecological reconstruction structure in mountain channel as claimed in claim 2, it is characterised in that except most upper
Outside the prefabricated assembled combination flower trough in one layer of face, some prefabricated vertical flower troughs are also included in the prefabricated assembled combination flower trough of remainder layer
Unit, a prefabricated vertical flower trough unit, the prefabricated vertical flower trough list are placed at interval of several prefabricated horizontal type flower trough units
The outer end both sides of member are each provided with a rib, and two ribs respectively catch on the prefabricated horizontal type flower trough unit of adjacent both sides.
4. upright high Retaining Wall Reinforcement and the ecological reconstruction structure in mountain channel as described in any one of claims 1 to 3 claim,
Characterized in that, the reinforced concrete plate outer side in the Ecotypic Stone Mesh-box barricade bottom is provided with Ecotypic Stone Mesh-box barricade town pin, it is described
Ecotypic Stone Mesh-box barricade town pin using M10 starch air parcel barnacle into.
5. upright high Retaining Wall Reinforcement and the ecological reconstruction structure in mountain channel as claimed in claim 4, it is characterised in that described
Ecotypic Stone Mesh-box layer is equipped with riverbed before the pin of Ecotypic Stone Mesh-box barricade town, to prevent underearth stone to be washed.
6. upright high Retaining Wall Reinforcement and the ecological reconstruction structure in mountain channel as claimed in claim 5, it is characterised in that the life
State gabion layer height is 500mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720277250.9U CN207079538U (en) | 2017-03-21 | 2017-03-21 | A kind of upright high Retaining Wall Reinforcement and the ecological reconstruction structure in mountain channel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720277250.9U CN207079538U (en) | 2017-03-21 | 2017-03-21 | A kind of upright high Retaining Wall Reinforcement and the ecological reconstruction structure in mountain channel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207079538U true CN207079538U (en) | 2018-03-09 |
Family
ID=61427450
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720277250.9U Expired - Fee Related CN207079538U (en) | 2017-03-21 | 2017-03-21 | A kind of upright high Retaining Wall Reinforcement and the ecological reconstruction structure in mountain channel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207079538U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108374389A (en) * | 2018-04-25 | 2018-08-07 | 广州市市政工程设计研究总院 | A kind of the ecology structure and remodeling method of tidal reach vertical type embankment |
| CN109750629A (en) * | 2019-01-25 | 2019-05-14 | 上海市水利工程设计研究院有限公司 | A kind of high barrier wall structure of Eco-city river hard |
-
2017
- 2017-03-21 CN CN201720277250.9U patent/CN207079538U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108374389A (en) * | 2018-04-25 | 2018-08-07 | 广州市市政工程设计研究总院 | A kind of the ecology structure and remodeling method of tidal reach vertical type embankment |
| CN109750629A (en) * | 2019-01-25 | 2019-05-14 | 上海市水利工程设计研究院有限公司 | A kind of high barrier wall structure of Eco-city river hard |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180309 |