CN208884469U - A kind of monoblock type two-stage anti-flood wall - Google Patents
A kind of monoblock type two-stage anti-flood wall Download PDFInfo
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- CN208884469U CN208884469U CN201821170994.1U CN201821170994U CN208884469U CN 208884469 U CN208884469 U CN 208884469U CN 201821170994 U CN201821170994 U CN 201821170994U CN 208884469 U CN208884469 U CN 208884469U
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Abstract
A kind of monoblock type two-stage anti-flood wall disclosed by the utility model, including setting the pile foundation at river and lake embankment, it is arranged on the top of the pile foundation and the bottom plate that is fixedly connected with the pile foundation and constructs the flood control wall on the bottom plate, the flood control wall includes level-one wall, second level wall and several second level wall support posts, the level-one wall is constructed on the bottom plate and is located at the side position near water of the bottom plate, several second level wall support posts are fixed vertically along the extending direction uniform intervals of river and lake bulkhead line and construct on the bottom plate and be located at the far water side position of the bottom plate, the second level wall is constructed on the top in several second level wall support posts.The anti-flood wall of the utility model has many advantages, such as that overall stiffness is big, safety of structure is high, ecoscape is good, is particularly suitable for river and lake embankment training works.
Description
Technical field
The utility model relates to anti-flood wall technical field more particularly to a kind of entirety suitable for river and lake embankment training works
Formula two-stage anti-flood wall.
Background technique
In the early 1950s, the anti-flood wall in China mostly uses gravity-type structure or empty case structure, construction material is to starch
Building block stone is in the majority.Since foundation treatment technology level is lower, gravity type or half gravity are used on solid and medium solid ground
Formula structure almost becomes a kind of fixed mode using empty case structure on soft foundation, but strong due to cemented rock structure
Insufficient rigidity is spent, earth-retaining height is by certain limitation.The 1960s to the seventies, China have built a collection of various
The flood control earth-retaining structure of pattern, such as cantilevered, buttress type, multi-arch type, empty van formula, sheet pile formula, anchor rod type, reinforcement formula or group
The structures such as box-like, total trend are developed to light-duty, thin-wall construction, and construction material is generally reinforced concrete.Present anti-flood wall
It is mostly these structural shapes, relatively conventional structural shape is vertical type anti-flood wall or separate type two-stage anti-flood wall.Wherein,
The structure of vertical type anti-flood wall is relatively simple, and construction cost is lower, but landscape effect is bad, it is difficult to meet people to ecological landscape
The requirement of sight；By high and low, ecoscape is preferable, but globality is poor for separate type two-stage anti-flood wall, level-one wall and second level
Deformation between wall is difficult to harmonious.
For this purpose, having found result of the above problems applicant carried out beneficial exploration and trial, will be detailed below being situated between
The technical solution to continue generates in this background.
Utility model content
Technical problem to be solved in the utility model: traditional anti-flood wall there are aiming at the problem that and a kind of entirety is provided
The monoblock type two-stage anti-flood wall suitable for river and lake embankment training works that rigidity is big, safety of structure is high, ecoscape is good.
The technical issues of the utility model is solved can be realized using following technical scheme:
A kind of monoblock type two-stage anti-flood wall, including setting pile foundation at river and lake embankment, the pile foundation being arranged in
The bottom plate that is fixedly connected on top and with the pile foundation and construct the flood control wall on the bottom plate, which is characterized in that
The flood control wall includes level-one wall, second level wall and several second level wall support posts, and the level-one wall is constructed
On the bottom plate and it is located at the side position near water of the bottom plate, the elevation of top surface and ground elevation of the level-one wall are substantially neat
Flat, several second level wall support posts along the extending direction uniform intervals of river and lake bulkhead line, construct at the bottom vertically by fixation
On plate and it is located at the far water side position of the bottom plate, the second level wall is constructed in several second level wall support posts
On top and its bottom surface elevation lower than ground elevation and its elevation of top surface is above the ground level elevation.
In a preferred embodiment of the utility model, the level-one wall and second level wall are located on the bottom plate
Between be backfilled with the soil body, the elevation of top surface of the soil body and the elevation of top surface of level-one wall are substantially flush, the top surface of the soil body
Kind is implanted with shrub turf on the rear side ground of the upper and/or described second level wall, and plantation suspension is planted after the wall of the level-one wall
Object.
Due to using technical solution as above, the utility model has the beneficial effects that:
1, second level wall is fixedly connected by several second level wall support posts with bottom plate, so that the globality of anti-flood wall is more
Good, safety of structure is higher；
2, level-one wall and second level wall are in different location in the horizontal plane, and different elevations are on upright plane, wrong
Cause is fallen；
3, shrub turf is planted between level-one wall and second level wall, after second level wall, can be planted after level-one wall
Plant is hung, ecoscape is good；
4, the anti-flood wall of the utility model is suitable for river and lake embankment training works.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of the utility model.
Specific embodiment
In order to be easy to understand the technical means, creative features, achievement of purpose, and effectiveness of the utility model, under
Face combines and is specifically illustrating, and the utility model is further described.
Referring to Fig. 1, what is provided in figure is a kind of monoblock type two-stage anti-flood wall, including setting the pile foundation at river and lake embankment
100, it is arranged on the top of pile foundation 100 and the bottom plate 200 that is fixedly connected with pile foundation 100 and constructs on bottom plate 200
Flood control wall 300.
Control flood wall 300 include level-one wall 310, second level wall 320 and several second level wall support posts 330, one
Grade wall 310 is constructed on bottom plate 200 and is located at the side position near water of bottom plate 200, the elevation of top surface 311 of level-one wall 310
It is substantially flush with ground elevation 10, several second level wall support posts 330 are perpendicular along the extending direction uniform intervals of river and lake bulkhead line
At the straight fixed far water side position constructed on bottom plate 200 and positioned at bottom plate 200, that is, it is located at the rear of level-one wall 310, second level
Wall 320 construct on the top in several second level wall support posts 330 and its bottom surface elevation 321 lower than ground elevation 10 and its
Elevation of top surface 322 is above the ground level elevation 10.
The soil body 400, the top of the soil body 400 are backfilled between level-one wall 310 and second level wall 320 on bottom plate 200
Face elevation 410 and the elevation of top surface 311 of level-one wall 310 are substantially flush, on the top surface of the soil body 400 and/or second level wall 320
Rear side ground on kind be implanted with shrub turf, after the wall of level-one wall 310 plantation suspension plant, so that the life of anti-flood wall
State landscape is more preferable.
The basic principles and main features of the present invention and the advantages of the present invention have been shown and described above.Current row
The technical staff of industry is described in above embodiments and description it should be appreciated that the present utility model is not limited to the above embodiments
Only illustrate the principles of the present invention, on the premise of not departing from the spirit and scope of the utility model, the utility model is also
It will have various changes and improvements, these various changes and improvements fall within the scope of the claimed invention.The utility model
Claimed range is defined by the appending claims and its equivalent thereof.
Claims (2)
1. a kind of monoblock type two-stage anti-flood wall, including the top for setting pile foundation at river and lake embankment, the pile foundation being arranged in
The bottom plate that is fixedly connected on end and with the pile foundation and construct the flood control wall on the bottom plate, which is characterized in that institute
Stating flood control wall includes level-one wall, second level wall and several second level wall support posts, and the level-one wall is constructed in institute
It states on bottom plate and is located at the side position near water of the bottom plate, the elevation of top surface and ground elevation of the level-one wall are substantially neat
Flat, several second level wall support posts along the extending direction uniform intervals of river and lake bulkhead line, construct at the bottom vertically by fixation
On plate and it is located at the far water side position of the bottom plate, the second level wall is constructed in several second level wall support posts
On top and its bottom surface elevation lower than ground elevation and its elevation of top surface is above the ground level elevation.
2. monoblock type two-stage anti-flood wall as described in claim 1, which is characterized in that be located at the level-one wall on the bottom plate
The soil body is backfilled between body and second level wall, the elevation of top surface of the soil body and the elevation of top surface of level-one wall are substantially flush, institute
It states on the top surface of the soil body and/or kind is implanted with shrub turf on the rear side ground of the second level wall, in the wall of the level-one wall
Plantation suspension plant afterwards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821170994.1U CN208884469U (en) | 2018-07-24 | 2018-07-24 | A kind of monoblock type two-stage anti-flood wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821170994.1U CN208884469U (en) | 2018-07-24 | 2018-07-24 | A kind of monoblock type two-stage anti-flood wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208884469U true CN208884469U (en) | 2019-05-21 |
Family
ID=66507134
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821170994.1U Active CN208884469U (en) | 2018-07-24 | 2018-07-24 | A kind of monoblock type two-stage anti-flood wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208884469U (en) |
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2018
- 2018-07-24 CN CN201821170994.1U patent/CN208884469U/en active Active
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