CN206052637U - A kind of environmental height flood control barricade - Google Patents
A kind of environmental height flood control barricade Download PDFInfo
- Publication number
- CN206052637U CN206052637U CN201620937405.2U CN201620937405U CN206052637U CN 206052637 U CN206052637 U CN 206052637U CN 201620937405 U CN201620937405 U CN 201620937405U CN 206052637 U CN206052637 U CN 206052637U
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- China
- Prior art keywords
- barricade
- type
- type barricade
- reverse
- flood control
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- 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.)
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Abstract
A kind of environmental height flood control barricade disclosed in this utility model, including：One is arranged on the L-type barricade in channel revetment；One is arranged in channel revetment and positioned at the reverse L type barricade at the rear of the L-type barricade；Some to be disposed on the connection grid beam between the L-type barricade and reverse L type barricade along channel revetment bearing of trend, one end of each connection grid beam is connected with the trailing flank of the L-type barricade, and its other end is connected with the leading flank of the reverse L type barricade；And the backfill being filled between the L-type barricade and reverse L type barricade, terrestrial plant is planted in the backfill.Conventional rebar concrete L-type barricade is divided into height two-stage barricade by flood control barricade of the present utility model, it is middle to be connected using connection grid beam, so that two-stage barricade forms entirety, enhance overall structure stable, banket between two-stage barricade simultaneously, can various terrestrial plants such as Turf Culture, shrub, dungarunga, increased the overall ecoscape of barricade.
Description
Technical field
This utility model is related to flood control barricade technical field, more particularly to a kind of environmental height flood control barricade.
Background technology
With the development of society, river channel ecology construction increasingly paid close attention to by people, in the past in order to meet flood control work(
The heavy factor restrictions such as energy is required and taken up an area, surrounding enviroment, some river courses must adopt vertical type barrier wall structure, its structure
Mainly by rectangular slab of stone barrier wall structure, cemented rock barrier wall structure, reinforced concrete barricade, Ecotypic Stone Mesh-box barricade, Shu Buluoke barricades etc., this
The surface that a little structures have is flat, and artificial trace is denseer, and ecoscape effect is poor, although some structures can with growing plant,
Plant is difficult to survive, and ecoscape type is difficult to ensure.
For this purpose, applicant carried out beneficial exploration and trial, have found result of the above problems, will be detailed below being situated between
The technical scheme for continuing is produced under this background.
Utility model content
Technical problem to be solved in the utility model：A kind of overall structure is provided for the deficiencies in the prior art steady
The good environmental height flood control barricade of fixed, ecoscape effect.
The technical problem solved by this utility model can employ the following technical solutions to realize：
A kind of environmental height flood control barricade, including：
One is arranged on the L-type barricade in channel revetment；
One is arranged in channel revetment and positioned at the reverse L type barricade at the rear of the L-type barricade, the reverse L type barricade
Bottom surface elevation but elevation of top surface less than the L-type barricade of the bottom surface elevation higher than the L-type barricade, its elevation of top surface is higher than institute
State the elevation of top surface of L-type barricade；
It is some to be disposed on the connection grid between the L-type barricade and reverse L type barricade along channel revetment bearing of trend
Beam, one end of each connection grid beam are connected with the trailing flank of the L-type barricade, before its other end and the reverse L type barricade
Side connects；And
The backfill being filled between the L-type barricade and reverse L type barricade, plants terrestrial plant in the backfill.
In a preferred embodiment of the present utility model, the spacing between adjacent two connections grid beams be 0.5m～
1.5m。
In a preferred embodiment of the present utility model, it is each connection grid beam cross section size be 300mm ×
400mm。
In a preferred embodiment of the present utility model, the connection grid beam is that reinforced concrete connects grid beam.
In a preferred embodiment of the present utility model, one first bed course is provided with below the L-type barricade,
One second bed course is provided with below the reverse L type barricade.
In a preferred embodiment of the present utility model, first, second bed course is plain concrete cushion layer.
In a preferred embodiment of the present utility model, the L-type barricade and reverse L type barricade are C30 reinforced concrete barricades.
In a preferred embodiment of the present utility model, the rear of the reverse L type barricade is filled with backfill, and at this
Terrestrial plant is planted in backfill.
In a preferred embodiment of the present utility model, the terrestrial plant is in turf, shrub or dungarunga
Plant or multiple combination.
As a result of technical scheme as above, the beneficial effects of the utility model are：Flood control gear of the present utility model
Conventional rebar concrete L-type barricade is divided into height two-stage barricade by wall, middle using the beam connection of connection grid so that two-stage barricade is formed
Overall, it is stable to enhance overall structure, while banket between two-stage barricade, can various lands such as Turf Culture, shrub, dungarunga
Plant, simultaneously because connection grid distance between girders arrangement, the growth on terrestrial plant there is not impact substantially, be conducive to plant into
It is living, and enrich luxuriant plant has certain covering effect to barrier wall structure, the overall ecoscape effect of barricade is preferable.
Description of the drawings
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or accompanying drawing to be used is briefly described needed for description of the prior art, it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, in the premise for not paying creative work
Under, can be with according to these other accompanying drawings of accompanying drawings acquisition.
Fig. 1 is structural representation of the present utility model.
Specific embodiment
In order that technological means, creation characteristic, reached purpose and effect that this utility model is realized are easy to understand, under
Face combines and is specifically illustrating, and this utility model is expanded on further.
Referring to Fig. 1, what is be given in figure is a kind of environmental height flood control barricade, including L-type barricade 100, reverse L type barricade
200 and some connection grid beams 300.L-type barricade 100 and reverse L type barricade 200 are C30 reinforced concrete barricades.
L-type barricade 100 is arranged in channel revetment.Reverse L type barricade 200 is arranged in channel revetment and is located at L-type barricade
100 rear, the bottom surface elevation 210 of reverse L type barricade 200 are higher than the bottom surface elevation 110 of L-type barricade 100 but are less than L-type barricade
100 elevation of top surface 120, elevation of top surface 120 of its elevation of top surface 220 higher than L-type barricade 100.Integrally tie to strengthen barricade
Structure stability, is provided with bed course 410 in the lower section of L-type barricade 100, and the lower section of reverse L type barricade 200 is provided with a bed course 420,
Bed course 410,420 is plain concrete cushion layer.
Some connection grid beams 300 are disposed on L-type barricade 100 and reverse L type barricade 200 along channel revetment bearing of trend
Between, one end 310 of each connection grid beam 300 is connected with the trailing flank 130 of L-type barricade 100, its other end 320 and reverse L
The leading flank 230 of type barricade 200 connects.Spacing between two adjacent connection grid beams 300 is 0.5m～1.5m.Each company
The size of the cross section of adapting grille beam 300 is 300mm × 400mm.Connection grid beam 300 is preferably reinforced concrete connection grid
Beam.
Backfill 500 is filled between L-type barricade 100 and reverse L type barricade 200, in backfill 500, terrestrial plant is planted
600, terrestrial plant 600 can be one or more combination in turf, shrub or dungarunga.
The rear of reverse L type barricade 200 is filled with backfill 700, and in the backfill 700 plants terrestrial plant, terrestrial
Plant 600 can be one or more combination in turf, shrub or dungarunga, further strengthen the ecoscape of barricade
Property.
Conventional rebar concrete L-type barricade is divided into flood control barricade of the present utility model the L-type barricade 100 and reverse L of height two-stage
Type barricade 200, it is middle to be connected using connection grid beam 300 so that two-stage barricade forms entirety, enhance overall structure and stablize,
Simultaneously banket between two-stage barricade, can various terrestrial plants such as Turf Culture, shrub, dungarunga, simultaneously because connection grid
Distance between girders arranges that the growth on terrestrial plant there is not impact substantially, is conducive to surviving for plant, and abundant luxuriant plant is to barricade
Structure has certain covering effect, and the overall ecoscape effect of barricade is preferable.
Ultimate principle of the present utility model and principal character and advantage of the present utility model has been shown and described above.One's own profession
The technical staff of industry it should be appreciated that this utility model is not restricted to the described embodiments, described in above-described embodiment and description
Simply illustrate principle of the present utility model, on the premise of without departing from this utility model spirit and scope, this utility model is also
Various changes and modifications are had, these changes and improvements are both fallen within the range of claimed this utility model.This utility model
Claimed scope is by appending claims and its equivalent thereof.
Claims (9)
1. a kind of environmental height flood control barricade, it is characterised in that include：
One is arranged on the L-type barricade in channel revetment；
One is arranged in channel revetment and positioned at the reverse L type barricade at the rear of the L-type barricade, the bottom surface of the reverse L type barricade
Bottom surface elevation but elevation of top surface less than the L-type barricade of the elevation higher than the L-type barricade, its elevation of top surface is higher than the L
The elevation of top surface of type barricade；
It is some to be disposed on the connection grid beam between the L-type barricade and reverse L type barricade along channel revetment bearing of trend, often
One end of one connection grid beam is connected with the trailing flank of the L-type barricade, and its other end is connected with the leading flank of the reverse L type barricade
Connect；And
The backfill being filled between the L-type barricade and reverse L type barricade, plants terrestrial plant in the backfill.
2. ecotype height flood control barricade as claimed in claim 1, it is characterised in that between two adjacent connection grid beams
Spacing be 0.5m～1.5m.
3. ecotype height flood control barricade as claimed in claim 1, it is characterised in that the cross section of each connection grid beam
Size is 300mm × 400mm.
4. ecotype height flood control barricade as claimed in claim 1, it is characterised in that the connection grid beam is reinforced concrete company
Adapting grille beam.
5. ecotype height flood control barricade as claimed in claim 1, it is characterised in that arrange in the lower section of the L-type barricade
There is one first bed course, one second bed course is provided with below the reverse L type barricade.
6. ecotype height flood control barricade as claimed in claim 5, it is characterised in that first, second bed course is mixed for element
Solidifying soil padding.
7. ecotype height flood control barricade as claimed in claim 1, it is characterised in that the L-type barricade and reverse L type barricade are
C30 reinforced concrete barricades.
8. the environmental height flood control barricade as any one of claim 1 to 7, it is characterised in that the reverse L type barricade
Rear be filled with backfill, and plant terrestrial plant in the backfill.
9. ecotype height flood control barricade as claimed in claim 8, it is characterised in that the terrestrial plant is turf, shrub
Or one or more combination in dungarunga.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620937405.2U CN206052637U (en) | 2016-08-24 | 2016-08-24 | A kind of environmental height flood control barricade |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620937405.2U CN206052637U (en) | 2016-08-24 | 2016-08-24 | A kind of environmental height flood control barricade |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206052637U true CN206052637U (en) | 2017-03-29 |
Family
ID=58384533
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620937405.2U Expired - Fee Related CN206052637U (en) | 2016-08-24 | 2016-08-24 | A kind of environmental height flood control barricade |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206052637U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110306491A (en) * | 2019-08-02 | 2019-10-08 | 中交上海航道局有限公司 | A kind of river channel ecology bank protection construction technique |
-
2016
- 2016-08-24 CN CN201620937405.2U patent/CN206052637U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110306491A (en) * | 2019-08-02 | 2019-10-08 | 中交上海航道局有限公司 | A kind of river channel ecology bank protection construction technique |
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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: 20170329 Termination date: 20210824 |