CN206457778U - A kind of retaining soil and water wall - Google Patents
A kind of retaining soil and water wall Download PDFInfo
- Publication number
- CN206457778U CN206457778U CN201621153093.2U CN201621153093U CN206457778U CN 206457778 U CN206457778 U CN 206457778U CN 201621153093 U CN201621153093 U CN 201621153093U CN 206457778 U CN206457778 U CN 206457778U
- Authority
- CN
- China
- Prior art keywords
- shingle nail
- wall
- retaining soil
- water wall
- retaining
- Prior art date
- 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.)
- Active
Links
Landscapes
- Revetment (AREA)
Abstract
The utility model is related to road equipment protector technical field, discloses a kind of retaining soil and water wall, is spliced by more than two cell cubes, and cell cube is made up of the first shingle nail and wall bottom plate, and cross section is " ┷ " type；Wall bottom plate is divided into toe of wall plate and wall heel slab two parts by first shingle nail；The both sides of cell cube are provided for installing the hinge hole of adjacent cells body, the surface laying antiseepage film of first shingle nail.The external force for bearing the applications such as soil can be met, water retaining function can be realized again；The structural stability of such a retaining soil and water wall, simple structure, easy construction, shingle nail sole mass is light, can preferably play the strength character of material, adapt to the demand of construction site；The both sides of each cell cube are provided for installing the hinge hole of adjacent cells body, are easy to the splicing of each unit body；And retaining soil and water wall can be sized according to construction demand, with stronger practicality；This retaining soil and water wall is easy for installation, reusable, and utilization rate is high.
Description
Technical field
This practicality is newly related to road equipment protector technical field, more particularly, to a kind of retaining soil and water wall.
Background technology
Retaining wall refer to support Roadbed Soil or the hillside soil body, prevent from banketing or soil deformation unstability structure.According to
Its rigidity and displacement mode are different, can be divided into rigid retaining wall, flexible retaining wall and the class of temporary support three.
By local environment condition be divided into regional retaining wall, retaining wall in soaking district and earthquake areas retaining wall etc..Press
Materials for wall can be divided into stone built retaining wall, concrete retaining wall, reinforced concrete retaining wall, steel plate retaining wall etc..
At present, enclosing on construction ground, mostly seeking the part of the enclosing of suggestion has：It is backboard, column, transverse tube, vertical
Post liner, transverse tube liner, ring flange.There are many easy assembling construction enclosings, the enclosing is easy with color shingle nail insertion
Concrete buttress, lightly, install facility, can reuse, relatively before brick enclosing, relatively section material, construct it is convenient.But this encloses
Keep off intensity relatively low, be only used for enclosing, it is impossible to be used in retaining wall etc. is acted on.
The content of the invention
The technical problems to be solved in the utility model is to overcome the defect of above-mentioned prior art, and there is provided a kind of retaining soil and water
Wall, with retaining soil and water function.
The utility model purpose is achieved through the following technical solutions：
A kind of retaining soil and water wall, is spliced by more than two cell cubes, and the cell cube is by the first shingle nail and wall
Bottom plate is constituted, and cross section is " ┷ " type；Wall bottom plate is divided into toe of wall plate and wall heel slab two parts by first shingle nail；The list
The both sides of first body are provided for installing the hinge hole of adjacent cells body, the surface laying antiseepage film of first shingle nail.
The stronger steel plate of the strength of materials, such as Q235 and Q345 common metals material may be selected in the retaining soil and water wall.This
The structural stability of retaining soil and water wall is planted, is to conduct oneself with dignity with the gravity banketed above wall heel slab to ensure by wall, and toe of wall
Plate also considerably increases stability against overturning, and substantially reduces base stress.Meet job site bear Roadbed Soil or
The external force of the applications such as the hillside soil body, the both sides of cell cube are provided with hinge hole, and the splicing of adjacent cells body can be achieved；In the first metope
The surface laying antiseepage film of plate, can realize the effect of the dash of wall.This retaining soil and water wall construction is simple, easy construction, wall
Sole mass is light, can preferably play the strength character of material, adapt to the demand of construction site.
For ease of transport, each cell cube, for unit, adds the convenience of transport with 1 meter, and each cell cube
Both sides are provided for installing the hinge hole of adjacent cells body, are easy to the splicing of each unit body, can be according to being actually needed adjustment earth-retaining
The size of waterwall.
Further, reinforcement or stiffener are provided between the first shingle nail and wall heel slab.
Further, first shingle nail lays antiseepage film, first shingle nail close to a side surface of toe of wall plate
Side and wall heel slab surface close to wall heel slab are all provided with fluted one, and the groove one is adapted to reinforcement or stiffener.
The material of reinforcement or stiffener is identical with cell cube, can increase the weight capacity of retaining soil and water wall, make earth-retaining
Waterwall is more firm；Antiseepage film is laid close to a side surface of toe of wall plate in the first shingle nail, water retaining function is realized, and save
The about use cost of antiseepage film；First shingle nail is all provided with fluted one close to the side of wall heel slab and wall heel slab surface, is easy to
The installation of reinforcement or stiffener and wall coordinates, and is more beneficial for playing the supporting role of reinforcement or stiffener.Reinforcement or
Stiffener is connected with wall heel slab, to improve the stress condition of shingle nail and wall heel slab, improves the rigidity and globality of structure,
Reduce the deformation of shingle nail.
Further, the adjacent cell cube is flexibly connected by hinge hole, and the hinge hole is mutually fitted with latch or bolt
Match somebody with somebody.
This connect is conducive to the connection of neighboring unit structure, can according to the demand of Specific construction, board splicing units structure,
With good practicality.
Further, the cell cube is additionally provided with increase retaining soil and water wall thickness and/or the second shingle nail of height, described
Second shingle nail and the first shingle nail splice.
Further, first shingle nail is provided with the groove two vertical with the wall heel slab close to the side of wall heel slab,
Second shingle nail is provided with the projection coordinated with groove two.
The setting of second shingle nail is the demand for meeting retaining soil and water wall thickness and/or height, the projection of the second shingle nail
It can be slided up and down along the groove of the first shingle nail, while increasing the weight capacity of retaining soil and water wall, can suitably increase height,
According to needed for construction, appropriate adjustment retaining soil and water wall, making the versatility of retaining soil and water wall strengthens.
Further, the groove two or raised provided with locating part.
Locating part can be limited while making the second shingle nail with respect to the first shingle nail displacement, fix the position of two shingle nails
Put, make the Stability Analysis of Structures of retaining soil and water wall.
Further, second shingle nail is provided with and the first shingle nail identical hinge hole.
Second shingle nail be provided with identical hinge hole on the first shingle nail, be easy to the peace of two neighboring cellular construction
Dress；When the height of the first shingle nail of retaining soil and water wall can be met in use, the first shingle nail, the second shingle nail are without relative
Hinge hole between displacement, two shingle nails is to overlap, the setting of this structure, and the splicing beneficial to cell cube is installed, and the second metope
Plate adds the thickness of the first shingle nail, makes the weight capacity of shingle nail stronger.
When the height of the first shingle nail is unsatisfactory for the need for use, the second shingle nail can be extracted out, the first shingle nail and
Second shingle nail is combined into a telescopic soil-baffling structure.
Further, the surface laying antiseepage film that first shingle nail is contacted with the second shingle nail.
Further, first shingle nail, the second shingle nail are connected with antiseepage film sweat soldering.
In order to be able to prevent the seepage outside water and mound enclosing, antiseepage film is set on shingle nail upper berth, retaining soil and water wall is met
Not only earth-retaining but also the effect of dash.
Compared with prior art, the utility model has the advantages that：
A kind of retaining soil and water wall that the utility model is provided, can meet the external force for bearing the applications such as soil, and can realize
Water retaining function.The structural stability of such a retaining soil and water wall, simple structure, easy construction, wall sole mass is light, can be preferable
Ground plays the strength character of material, adapts to the demand of construction site.
The both sides of each cell cube are provided for installing the hinge hole of adjacent cells body, are easy to the splicing of each unit body；For
The thickness of retaining soil and water wall and/or the demand of height are met, the second shingle nail spliced with the first shingle nail is set, gear can be achieved
The thickness and/or height of native waterwall are adjusted, and enhance the practicality of retaining soil and water wall.
Retaining soil and water wall of the present utility model can be sized according to construction demand, with stronger practicality；And earth-retaining
Waterwall is easy for installation, reusable, and utilization rate is high.
Brief description of the drawings
Fig. 1 is the alien invasion figure of retaining soil and water wall.
Fig. 2 is the A-A profiles of retaining soil and water wall.
Fig. 3 is the front view of retaining soil and water wall.
Fig. 4 is the top view of retaining soil and water wall.
Embodiment
With reference to embodiment, the present invention is further illustrated.Wherein, being given for example only property of accompanying drawing illustrates,
What is represented is only schematic diagram, rather than pictorial diagram, it is impossible to be interpreted as the limitation to this patent；In order to which the reality of the present invention is better described
Example is applied, some parts of accompanying drawing have omission, zoomed in or out, and do not represent the size of actual product；To those skilled in the art
For, some known features and its explanation may be omitted and will be understood by accompanying drawing.
Embodiment 1
As shown in Fig. 1 ~ Fig. 4, a kind of retaining soil and water wall in this implementation is spliced by three cell cubes 1, cell cube 1
To be made up of the first shingle nail 11 and wall bottom plate 2, cross section is " ┷ " type；2 points by wall bottom plate of first shingle nail 11 is wall
Toe board 12 and the two parts of wall heel slab 14, the both sides of cell cube 1 are provided for installing the hinge hole 5 of adjacent cells body 1, the first shingle nail
11 surface laying antiseepage film.
Stiffener 3 is provided between first shingle nail 11 and wall heel slab 14；First shingle nail 11 is close to the side of toe of wall plate 12
Antiseepage film is laid on surface, and the plate of the first metope 11 is equipped with suitable with stiffener 3 close to the side of wall heel slab 14 and the surface of wall heel slab 14
The groove 31 and groove 32 matched somebody with somebody.
In the present embodiment, the stronger steel plate of the strength of materials, such as Q235 and Q345 common metals may be selected in retaining soil and water wall
Material.The structural stability of such a retaining soil and water wall；For ease of transport, each cell cube is a unit, adjacent cells with 1 meter
Body 1 is flexibly connected by hinge hole 5, and hinge hole 5 is adapted with latch or bolt；In the present embodiment, adjacent cells body uses spiral shell
Bolt 51 is connected.
Cell cube 1 is additionally provided with increase retaining soil and water wall thickness and/or the second shingle nail 4 of height, the second shingle nail 4 and the
One shingle nail 11 splices.Two projections 41 of first shingle nail 11 provided with two grooves 13 and the second shingle nail 4 coordinate.
In addition, being additionally provided with locating part on the groove 13 of the first shingle nail 11（It is not shown）, can limit makes the second shingle nail 4
While with respect to the first 11 displacement of shingle nail, the position of two shingle nails is fixed, makes the Stability Analysis of Structures of retaining soil and water wall.
The surface that first shingle nail 11 is contacted with the second shingle nail 4 is provided with antiseepage film, the first shingle nail 11, the second shingle nail
4 are connected with antiseepage film sweat soldering.
Two projections 41 of the second shingle nail 4 coordinate with groove 2 13, can slide up and down, locating part can lock the second wall
The position of the shingle nail 11 of panel 4 and first；Second shingle nail 4 be provided with identical hinge hole 5 on the first shingle nail 11, be easy to
The installation of two neighboring cellular construction；When the height of the first shingle nail of retaining soil and water wall can be met in use, the first metope
Plate 11, the second shingle nail 4 are without relative displacement, and the hinge hole 5 between two shingle nails is to overlap, the setting of this structure, beneficial to list
The splicing of first body 1 is installed, and the second shingle nail 4 strengthens the thickness of the first shingle nail 11, and weight capacity is stronger.
When the height of the first shingle nail 11 is unsatisfactory for the need for use, the plate of the second metope 4 can be extracted out, the first shingle nail
11 and second shingle nail 4 be combined into a telescopic soil-baffling structure.
A kind of retaining soil and water wall of the present embodiment, can meet the external force for bearing the applications such as soil, dash work(can be realized again
Energy；The structural stability of such a retaining soil and water wall, simple structure, easy construction, wall sole mass is light, can preferably play
The strength character of material, adapts to the demand of construction site；It is, by hinge hole and latch or bolt connection, to install between cell cube
It is convenient, and repeatable utilization, utilization rate height.
Obviously, above-described embodiment is only intended to clearly illustrate the technical solution of the utility model example, and simultaneously
Non- is the restriction to embodiment of the present utility model.For those of ordinary skill in the field, in described above
On the basis of can also make other changes in different forms.There is no need and unable to give thoroughly all embodiments
Lift.All any modifications, equivalent substitutions and improvements made within spirit of the present utility model and principle etc., should be included in this
Within the protection domain of utility model right requirement.
Claims (11)
1. a kind of retaining soil and water wall, it is characterised in that be spliced by more than two cell cubes, the cell cube is by the first wall
Panel and wall bottom plate composition, cross section is " ┷ " type；Wall bottom plate is divided into toe of wall plate and wall heel slab two by first shingle nail
Point；The both sides of the cell cube are provided for installing the hinge hole of adjacent cells body, and the surface laying of first shingle nail is anti-
Ooze film.
2. retaining soil and water wall according to claim 1, it is characterised in that provided with strengthening between first shingle nail and wall heel slab
Muscle or stiffener.
3. retaining soil and water wall according to claim 2, it is characterised in that side table of first shingle nail close to toe of wall plate
Lay antiseepage film in face；
4. retaining soil and water wall according to claim 2, it is characterised in that first shingle nail close to the side of wall heel slab and
Wall heel slab surface is all provided with fluted one, and the groove one is adapted to reinforcement or stiffener.
5. retaining soil and water wall according to claim 4, it is characterised in that the adjacent cell cube passes through hinge hole activity even
Connect, the hinge hole is adapted with latch or bolt.
6. the retaining soil and water wall according to Claims 1 to 5 any one, it is characterised in that the cell cube is additionally provided with increase
Second shingle nail of retaining soil and water wall thickness and/or height, the second shingle nail and the first shingle nail splicing.
7. retaining soil and water wall according to claim 6, it is characterised in that first shingle nail is set close to the side of wall heel slab
There is the groove two vertical with the wall heel slab, second shingle nail is provided with the projection coordinated with groove two.
8. retaining soil and water wall according to claim 7, it is characterised in that the groove two raised is provided with locating part.
9. retaining soil and water wall according to claim 8, it is characterised in that second shingle nail is provided with and the first shingle nail phase
Same hinge hole.
10. retaining soil and water wall according to claim 9, it is characterised in that first shingle nail is contacted with the second shingle nail
Surface laying antiseepage film.
11. retaining soil and water wall according to claim 10, it is characterised in that first shingle nail, the second shingle nail with it is anti-
Ooze film sweat soldering connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621153093.2U CN206457778U (en) | 2016-10-31 | 2016-10-31 | A kind of retaining soil and water wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621153093.2U CN206457778U (en) | 2016-10-31 | 2016-10-31 | A kind of retaining soil and water wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206457778U true CN206457778U (en) | 2017-09-01 |
Family
ID=59690984
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621153093.2U Active CN206457778U (en) | 2016-10-31 | 2016-10-31 | A kind of retaining soil and water wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206457778U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859056A (en) * | 2017-11-15 | 2018-03-30 | 中南大学 | A kind of prefabricated components and its retaining wall for earth-retaining |
| CN109811718A (en) * | 2019-03-31 | 2019-05-28 | 李孝兵 | A kind of movable bulwark |
| CN110055998A (en) * | 2019-04-24 | 2019-07-26 | 兰州理工大学 | A kind of assembled counterfort retaining wall |
| CN113235648A (en) * | 2021-05-17 | 2021-08-10 | 浙江沧海建设有限公司 | River bank retaining wall and construction method thereof |
-
2016
- 2016-10-31 CN CN201621153093.2U patent/CN206457778U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859056A (en) * | 2017-11-15 | 2018-03-30 | 中南大学 | A kind of prefabricated components and its retaining wall for earth-retaining |
| CN107859056B (en) * | 2017-11-15 | 2023-12-05 | 中南大学 | Prefabricated part for retaining soil and retaining wall thereof |
| CN109811718A (en) * | 2019-03-31 | 2019-05-28 | 李孝兵 | A kind of movable bulwark |
| CN110055998A (en) * | 2019-04-24 | 2019-07-26 | 兰州理工大学 | A kind of assembled counterfort retaining wall |
| CN113235648A (en) * | 2021-05-17 | 2021-08-10 | 浙江沧海建设有限公司 | River bank retaining wall and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206457778U (en) | A kind of retaining soil and water wall | |
| CN101748823A (en) | Ecological greening wall and constructing method thereof | |
| SK50082015U1 (en) | Modular frame construction | |
| CN202925931U (en) | Flat roof lightweight steel construction simply building | |
| CN206110169U (en) | Civil engineering construction retaining wall with afforestation and drainage structures | |
| JP5079919B2 (en) | Planar body support frame and solar power generation device | |
| CN210421858U (en) | Triangular operation platform for capital construction slope | |
| EP1425477A1 (en) | Foundation construction in buildings with load-bearing insulation | |
| CN206091190U (en) | Ground fixing system | |
| CN207331457U (en) | A kind of assembled branch line overpass steel plate combination beam bridge | |
| CN207512942U (en) | Make somebody a mere figurehead moisture-proof construction in a kind of ground | |
| CN106639105B (en) | A kind of roof truss of the modular house of clamping structure | |
| CN207714341U (en) | A kind of double-row pile formula pile plate wall slope retaining structure | |
| JP2014001501A (en) | Foundation structure | |
| CN106759493A (en) | A kind of underground space existing ground iron winds booth underpinning structure and nested configuration | |
| RU177098U1 (en) | MOBILE FRAME-AWNING SHELTER FROM POLYMERIC COMPOSITE MATERIAL | |
| CN105839791A (en) | Double-side-plate supporting node of overhung cover plate | |
| CN207245599U (en) | A kind of regularization assembled gate | |
| CN207538511U (en) | A kind of Applying Steel Structures To A Villa | |
| CN206957290U (en) | A kind of two layers of steel-structure factory building of sludge drying | |
| CN206971374U (en) | The aerial top board structure of basement | |
| CN206607595U (en) | A kind of T-shaped pattern foundation pit supporting structure | |
| CN206015462U (en) | A kind of hidden-type yard drain | |
| CN204510260U (en) | A kind of toe board panel structure | |
| CN205243069U (en) | Simply connect bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180330 Address after: 412000 Hunan Zhuzhou city Tianyuan District Zhuzhou small and medium enterprise promotion Park 9 Building Patentee after: Hunan sky Detection Technology Co. Ltd. Address before: 410000 Changsha Sihu international R & D center, Yuelu District, Changsha, Hunan Patentee before: Hunan New World Science & Technology Co., Ltd. |
|
| TR01 | Transfer of patent right |