CN208251016U - A kind of turnover plate type flood-control wall - Google Patents
A kind of turnover plate type flood-control wall Download PDFInfo
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- CN208251016U CN208251016U CN201820629967.XU CN201820629967U CN208251016U CN 208251016 U CN208251016 U CN 208251016U CN 201820629967 U CN201820629967 U CN 201820629967U CN 208251016 U CN208251016 U CN 208251016U
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- wall
- barricade
- turnover
- flood
- turnover panel
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Abstract
A kind of turnover plate type flood-control wall disclosed by the utility model, comprising: set the pile foundation at bank line；L-type Cantilever Retaining Wall, the L-type Cantilever Retaining Wall are made of the barricade bottom plate being arranged in the pile foundation and the barricade wall constructed on the barricade bottom plate；And several turnover panels being arranged side by side along bank line direction, the side of each turnover panel are rotatablely connected by the top of a torsion shaft and the barricade wall；When being in the flood passage period, each turnover panel is overturn to vertical state, so that several turnover panels constitute vertical type flood control barricade side by side and overturn each turnover panel to horizontality, when being in the non-flood passage period so that several turnover panels constitute a water balcony side by side.Also ecoscape performance is taken into account while the flood-control wall of the utility model has flood control function.
Description
Technical field
The utility model relates to flood-control wall technical field more particularly to a kind of turnover plate type for taking into account flood control and water balcony are anti-
Flood wall.
Background technique
Anti-flood wall refers to construction in the wall building for stopping flood to overflow of river two sides, and effect is made with dykes and dams
With identical.Since city riverine one has traffic main artery, groups of building are intensive, sometimes because of the limitation of built engineering, or because city is advised
The needs of development are drawn, or because native source is limited, had to using anti-flood wall, to reduce land occupation and remove.
Barricade is and to keep out uneven native load structures for supporting side slope soil stabilization.In development process, barricade
Structural shape constantly develop optimization with the variation of function and demand, from the Gravity Retaining Wall of most original to simple and practical
Cantilever Retaining Wall, counterfort wall, and the reinforced earth formula barricade for special geology operating condition etc..Currently used for water bodys such as river and lakes
The barricade pattern of flood control bank section regulation is still based on gravity type, cantilevered.In recent years due to socio-economic development, the people are to ecology
The construction demand of civilization further increases, and an important ring of the water landscape as Ecological Civilization Construction increasingly causes the weight of people
Depending on.With ecology, environment, landscape require promotion, expedited the emergence of the innovation of barrier wall structure, successively occur with Prefabricated Concrete block,
The ecoscape barrier wall structure as materials for wall such as Ecotypic Stone Mesh-box.
The extensive use of concrete technology has been greatly facilitated the development of hydraulic engineering technology, counterfort wall, cantilevered gear
The modes such as wall, bolt-spary supports are come into being, these traditional bank patterns improve the stability of side slope, improve soil erosion,
Significant facilitation is played in terms of protection environment.
Modern times, the contradiction between the development and flood control of Binjiang Regional City of bordering on the sea, promote flood control wall technology into one
Walk perfect, common pattern has bricklaying gravity wall and two kinds of reinforced concrete wall.Weaker in foundation, bearing capacity is poor
Soil property bank section or bank after environmental restrictions bank section, it is preferential to select cantilevered reinforced concrete wall.Part below anti-flood wall bottom surface
Equal design thinking is used with conventional barricade, arc wave screen can be used to defend coastal waters stormy waves in ground above section, general river,
River, loke shore section use stalk.
With the development of economy and society, people's living standard improves, making the life better, it is more urgent to get close to naturally serious hope.For
Meets the needs of people get close to the water surface, fixed water balcony comes into being, and largely applies to Landscape River.And city
Area, soil space resource is nervous, and fixed water balcony occupies water area, and people, water, the contradiction between space are more prominent.
Above-mentioned state-of-the-art shows that common anti-flood wall structural shape function is relatively single, and advantage focuses mostly in safety
Property, construction convenience, ecoscape etc. in some terms, disadvantage is obvious, function integration is not high.In addition, existing anti-
Big vast wall construction has not only obstructed the hydrophilic demand of people, but also has obstructed the sight of people, and ecological environment is poor.With urbanization
Progress faster, land resource is in short supply, and people require increasingly to be promoted to living environment, it would be highly desirable to develop integrated multi-functional anti-of function
Big vast wall construction.For this purpose, the applicant has carried out beneficial exploration and research, result of the above problems is had found, below will
The technical solution to be introduced generates in this background.
Utility model content
Technical problem to be solved in the utility model: for existing anti-flood wall, that there are functions is relatively single, ecological
The problems such as poor and a kind of turnover plate type flood-control wall for taking into account flood control and water balcony is provided.
The technical issues of the utility model is solved can be realized using following technical scheme:
A kind of turnover plate type flood-control wall, comprising:
Set the pile foundation at bank line；
L-type Cantilever Retaining Wall, the L-type Cantilever Retaining Wall is by the barricade bottom plate that is arranged in the pile foundation and constructs
Barricade wall on the barricade bottom plate is constituted；And
The side of several turnover panels being arranged side by side along bank line direction, each turnover panel passes through a torsion shaft and the barricade wall
The top of body is rotatablely connected；When being in the flood passage period, each turnover panel is overturn to vertical state, so that several turnover panels structure side by side
Each turnover panel is overturn to horizontality, when being in the non-flood passage period so that several turnover panels are simultaneously at vertical type flood control barricade
Row constitutes a water balcony.
In a preferred embodiment of the utility model, the wall crest elevation of the barricade wall flushed with status ground and
Not less than average of normal water-levels, elevation of top surface of each overturning in overturning to vertical state is not less than elevation of setting up defences.
In a preferred embodiment of the utility model, a plain concrete is provided between the pile foundation and barricade bottom plate
Bed course.
In a preferred embodiment of the utility model, the element concrete bed course with a thickness of 100mm.
In a preferred embodiment of the utility model, the L-type Cantilever Retaining Wall is that concrete strength grade is not less than C30
Reinforced concrete barricade.
In a preferred embodiment of the utility model, the width of the barricade bottom plate is not less than 0.7 times of earth-retaining height,
Its thickness is not less than 400mm, and the thickness of the barricade wall is not less than 350mm.
In a preferred embodiment of the utility model, the top of the barricade wall is formed with turning over for an outwardly convex
Plate rotation seat, the turnover panel are rotatably installed on the turnover panel rotation seat of the barricade wall by the torsion shaft.
In a preferred embodiment of the utility model, each turnover panel is steel turnover panel, and its thickness and intensity should expire
Foot keeps out the horizontal water pressure generated when setting up defences high water level.
In a preferred embodiment of the utility model, carried out in the backwater lateral plates of each turnover panel it is anti-skidding processing and
Its edge is fixedly installed railing.
In a preferred embodiment of the utility model, at the torsion shaft of each turnover panel and between two pieces of adjacent turnover panels
Junction be provided with water sealing structure.
Due to using technical solution as above, the utility model has the beneficial effects that: the utility model is by keeping off
Several turnover panels are arranged side by side in wall wall, when being in the flood passage period, each turnover panel are overturn to vertical state, so that several turn over
Plate constitutes vertical type flood control barricade side by side and carries out water blocking, and when being in the non-flood passage period, each turnover panel is overturn to horizontal
State, so that several turnover panels constitute a water balcony side by side, so that flood-control wall also takes into account ecology while having flood control function
Landscape performance.
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 section structure 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, provided in figure be a kind of turnover plate type flood-control wall, including pile foundation 100, L-type Cantilever Retaining Wall 200 with
And several turnover panels 300.
Pile foundation 100 is set at bank line.The optional pile-type of pile foundation 100 has precast reinforced concrete piles, bored concrete pile etc.,
Stake spacing, stake is long and embedded depth is determined by the factors such as earth-retaining height, geology after wall by stability Calculation.
L-type Cantilever Retaining Wall 200 is by the barricade bottom plate 210 that is arranged in pile foundation 100 and constructs in barricade bottom plate 210
On barricade wall 220 constitute, wherein the wall crest elevation of barricade wall 220 flushes with status ground and not less than the ordinary water that is averaged
Position, considers according to degradation degree before wall, the anti-washing structures such as key-wall, slope protection can be arranged on the side near water of barricade wall 220.At this
In embodiment, L-type Cantilever Retaining Wall 200 is the reinforced concrete barricade that concrete strength grade is not less than C30, the width of barricade bottom plate 210
Not less than 0.7 times earth-retaining height, thickness are not less than 400mm, and the thickness of barricade wall 220 is not less than 350mm.In barricade wall
220 top is formed with the turnover panel rotation seat 221 of an outwardly convex, and the horizontal plane width of turnover panel rotation seat 221 need to meet turnover panel
300 installation and service requirement.
Several turnover panels 300 are arranged side by side along bank line direction, and the side of each turnover panel 300 is installed by a torsion shaft 310
On the turnover panel rotation seat 221 of barricade wall 220.When being in the flood passage period, each turnover panel 300 is overturn to vertical state,
The elevation of top surface of turnover panel 300 is not less than setting up defences elevation at this time so that several turnover panels 300 constitute side by side a vertical type control flood barricade into
Row water blocking；When being in the non-flood passage period, each turnover panel 300 is overturn to horizontality, so that several turnover panels 300 are constituted side by side
One water balcony.In the present embodiment, each turnover panel 300 is steel turnover panel, and its thickness and intensity should meet and keeps out height of setting up defences
The horizontal water pressure generated when water level.Anti-skidding processing is carried out in the backwater lateral plates of each turnover panel 300 and is fixed in its edge
It is provided with railing (not shown), is slipped tumble injury or overboard to prevent pedestrian.It is at the torsion shaft 310 of each turnover panel 300 and adjacent
Two pieces of turnover panels 300 between junction be provided with water sealing structure (not shown), guarantee that barricade water-stagnating effect is good.
The work progress of the turnover plate type flood-control wall of the utility model is as follows:
1. cofferdam is filled: according to river own characteristic, barrage cofferdam or suitable river cofferdam can be used, by cofferdam and proposed gear
River water is drained between wall water front, and drainage measure needs in place；
2. excavation of foundation pit: before excavation of foundation pit, answer lowering of watertable, make it below excavation face 0.5m to 1.0m hereinafter, by
1:1 gradient excavation face, the bottom surface elevation of stage excavation to barricade bottom plate 210；
3. basement process: if natural foundation bearing capacity, foundation stress than or barricade stability against sliding etc. be unsatisfactory for specification than
It asks, basement process should be first carried out, wherein it is relatively conventional to set pile foundation；Cast in situs or prefabrication can be used in stake；According to dike
Line arrangement and design pilespacing, using waterborne or land piling；
4. pouring L-type Cantilever Retaining Wall 200: the C15 element concrete bed course 400 of a thickness 100mm is poured first, for pile foundation
Plinth should carry out broken pile processing to stake top by specification, and main reinforcement does flue, and shuttering pours barricade bottom plate 210 and barricade wall
220；Construction joint between barricade bottom plate 210 and barricade wall 220 should be reserved in 210 or more 300mm~500mm model of barricade bottom plate
In enclosing, tang is stayed；
5. the back-filling in layers soil body: using undisturbed soil compaction in layers, being backfilled to the wall crest elevation of barricade wall 220；
6. installing turnover panel 300: turnover panel 300 is customized and is installed by producer, the land side (i.e. trestle operating condition surface layer) of turnover panel 300
Anti-skidding processing should be done, and railing is fixedly installed, is slipped tumble injury or overboard to prevent pedestrian；It is at the torsion shaft 310 of turnover panel 300 and adjacent
Two pieces of turnover panels 300 between junction need to do measures of preventing water, guarantee that barricade operating condition wall water seal works well.
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 (10)
1. a kind of turnover plate type flood-control wall characterized by comprising
Set the pile foundation at bank line；
L-type Cantilever Retaining Wall, the L-type Cantilever Retaining Wall is by the barricade bottom plate that is arranged in the pile foundation and constructs in institute
The barricade wall stated on barricade bottom plate is constituted；And
The side of several turnover panels being arranged side by side along bank line direction, each turnover panel passes through a torsion shaft and the barricade wall
Top rotation connection；When being in the flood passage period, each turnover panel is overturn to vertical state, so that several turnover panels constitute one side by side
Vertical type barricade of controlling flood overturns each turnover panel to horizontality when being in the non-flood passage period, so that several turnover panels structure side by side
At a water balcony.
2. turnover plate type flood-control wall as described in claim 1, which is characterized in that the wall crest elevation of the barricade wall is with status
Face flushes and not less than average of normal water-levels, and elevation of top surface of each overturning in overturning to vertical state is not less than elevation of setting up defences.
3. turnover plate type flood-control wall as described in claim 1, which is characterized in that be arranged between the pile foundation and barricade bottom plate
There is a plain concrete bed course.
4. turnover plate type flood-control wall as claimed in claim 3, which is characterized in that the element concrete bed course with a thickness of 100mm.
5. turnover plate type flood-control wall as described in claim 1, which is characterized in that the L-type Cantilever Retaining Wall is concrete strength grade
Reinforced concrete barricade not less than C30.
6. turnover plate type flood-control wall as claimed in claim 5, which is characterized in that the width of the barricade bottom plate is not less than 0.7 times
Earth-retaining height, thickness are not less than 400mm, and the thickness of the barricade wall is not less than 350mm.
7. turnover plate type flood-control wall as described in claim 1, which is characterized in that the top of the barricade wall is formed with one outward
The turnover panel rotation seat of protrusion, the turnover panel are rotatably installed on the turnover panel rotation seat of the barricade wall by the torsion shaft.
8. turnover plate type flood-control wall as claimed in claim 7, which is characterized in that each turnover panel be steel turnover panel, and its thickness and
Intensity should meet the horizontal water pressure kept out and generated when setting up defences high water level.
9. turnover plate type flood-control wall as claimed in claim 8, which is characterized in that carried out in the backwater lateral plates of each turnover panel anti-skidding
It handles and is fixedly installed railing in its edge.
10. turnover plate type flood-control wall as claimed in claim 9, which is characterized in that at the torsion shaft of each turnover panel and adjacent two
Junction between block turnover panel is provided with water sealing structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820629967.XU CN208251016U (en) | 2018-04-28 | 2018-04-28 | A kind of turnover plate type flood-control wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820629967.XU CN208251016U (en) | 2018-04-28 | 2018-04-28 | A kind of turnover plate type flood-control wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208251016U true CN208251016U (en) | 2018-12-18 |
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ID=64634579
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820629967.XU Expired - Fee Related CN208251016U (en) | 2018-04-28 | 2018-04-28 | A kind of turnover plate type flood-control wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN208251016U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811718A (en) * | 2019-03-31 | 2019-05-28 | 李孝兵 | A kind of movable bulwark |
-
2018
- 2018-04-28 CN CN201820629967.XU patent/CN208251016U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811718A (en) * | 2019-03-31 | 2019-05-28 | 李孝兵 | A kind of movable bulwark |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181218 |
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| CF01 | Termination of patent right due to non-payment of annual fee |