CN206157660U - Modular keep off big vast wall - Google Patents
Modular keep off big vast wall Download PDFInfo
- Publication number
- CN206157660U CN206157660U CN201621024687.3U CN201621024687U CN206157660U CN 206157660 U CN206157660 U CN 206157660U CN 201621024687 U CN201621024687 U CN 201621024687U CN 206157660 U CN206157660 U CN 206157660U
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- China
- Prior art keywords
- falcon
- sheet pile
- flood retention
- type
- width
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Abstract
The utility model discloses a modular keep off big vast wall, including novel sheet pile, sheet pile apron, D type flood retention board and C type flood retention board, novel sheet pile upper end is provided with the falcon groove and controls and sets up tongue -and -groove and tenon knot, and both sides are provided with the locating hole respectively around the novel sheet pile, be provided with the boss on the baffle apron, the width in falcon groove is the same on the width of boss and the novel sheet pile, C type flood retention board upside is provided with the falcon groove, and the downside is provided with the falcon head, controls to set up tongue -and -groove and tenon knot, and the falcon head breadth degree on the C type flood retention board is the same with the falcon groove width degree on the novel sheet pile, D type flood retention board downside is provided with the falcon head, and the first both sides of falcon of D type flood retention board downside are provided with the locating hole, and the falcon groove width degree homogeneous phase of the width of the falcon head of D type flood retention board downside and the falcon groove width degree of C type flood retention board upside and novel sheet pile upside together. The utility model discloses simple structure easy dismounting effectively solves dam -break and piping problem, increases the flood retention board and can solve the emergence of overflowing the dam, has protected people's lives and properties safety.
Description
Technical field
The utility model is related to a kind of hydraulic engineering measure equipment, specifically a kind of combined type floodwater retaining wall.
Background technology
Sheet pile, one kind of fender pile, its shape length and it is flat, can be used for the protection of low side slope, foundation ditch etc..It is general to adopt hammer
Hit, shake, the method such as jetting is squeezed into.Reinforced concrete sheet pile is not only single sheet pile formula component, and refers to and mixed by reinforcing bar
The combination pile body formed after concrete board pile element pile sinking, is a kind of easy batch production, the foundation pit enclosure structure of assembling.Such as by sheet pile
Be used in hydraulic engineering (country had use case) existing reinforced concrete sheet pile can play very well bank protection, supporting,
The effect of gear soil, but the effect of interception flood when can not solve flood season.
Utility model content
The purpose of this utility model is to provide a kind of combined type floodwater retaining wall, to solve above-mentioned background technology in propose ask
Topic.
For achieving the above object, the utility model provides following technical scheme：
A kind of combined type floodwater retaining wall, including new sheet pile, sheet pile cover plate, D type flood retention plates and c-type flood retention plate；It is described new
Sheet pile upper end is provided with falcon groove, and both sides are respectively arranged with location hole before and after new sheet pile；Boss is provided with sheet pile cover plate, it is convex
The width of platform is identical with the width of falcon groove on new sheet pile；The c-type flood retention plate upside is provided with falcon groove, and downside is provided with falcon
Head, the side of falcon head is provided with rectangle location hole, and the falcon groove both sides on c-type flood retention plate are provided with location hole, on c-type flood retention plate
Falcon head width it is identical with the falcon well width on new sheet pile；The D types flood retention plate downside is provided with falcon head, under D type flood retention plates
The falcon head both sides of side are provided with location hole, the falcon groove width on the upside of the width and c-type flood retention plate of the falcon head on the downside of the D types flood retention plate
Degree is identical, and the width of the falcon head on the downside of D type flood retention plates is also identical with the falcon well width on the upside of new sheet pile.
As further program of the utility model：The material of the new sheet pile is that armored concrete is prefabricated and prestressing force
One kind in reinforced concrete prefabricated board, the sheet pile cover plate, c-type flood retention plate and D type flood retention sheet materials matter are regular reinforcement coagulation
Native prefabricated board.
As the utility model further scheme：Stage portion on the c-type flood retention plate is provided with watertight rubber bar.
As the utility model further scheme：Stage portion on the D types flood control board is provided with watertight rubber bar.
Compared with prior art, the beneficial effects of the utility model are：
The utility model simple structure easy accessibility, can enter as needed in non-flood period and flood season or higher water level
Row any combination, to increase the height of baffle plate, when flood season decorporates reinstatement can be removed.
The utility model the mixed sheet pile of original reinforcing bar can effectively solving dam break and piping problem, increasing flood retention plate can solve
The generation on unrestrained dam, is effectively protected the safety of people's lives and properties.
Description of the drawings
Fig. 1 is the structural representation of the combination one of combined type floodwater retaining wall.
Fig. 2 is the left view of Fig. 1.
Fig. 3 is the structural representation of the combination two of combined type floodwater retaining wall.
Fig. 4 is the structural representation of the combination three of combined type floodwater retaining wall.
Fig. 5 is the structural representation of new sheet pile in combined type floodwater retaining wall.
Fig. 6 is the left view of Fig. 5.
Fig. 7 is the structural representation of D type flood retention plates in combined type floodwater retaining wall.
Fig. 8 is the left view of Fig. 7.
Fig. 9 is the front view of sheet pile cover plate in combined type floodwater retaining wall.
Figure 10 is the top view of sheet pile cover plate in combined type floodwater retaining wall.
Figure 11 is the left view of sheet pile cover plate in combined type floodwater retaining wall.
Figure 12 is the front view of c-type flood retention plate in combined type floodwater retaining wall.
Figure 13 is the left view of c-type flood retention plate in combined type floodwater retaining wall.
In figure：The new sheet piles of 1-, 2- sheet pile cover plates, 3-C type flood retention plates, 4-D type flood retention plates, 5- location holes, 6- strips
Location hole, 7- watertight rubber bars.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Fig. 1～13 are referred to, in the utility model embodiment, a kind of combined type floodwater retaining wall, including new sheet pile 1, sheet pile
Cover plate 2, D type flood retentions plate 4 and c-type flood retention plate 3；The upper end of new sheet pile 1 is provided with falcon groove, 1 material of the new sheet pile
For armored concrete, both sides are respectively arranged with location hole 5 before and after new sheet pile 1；The material of sheet pile cover plate 2 is ordinary cement
Prefabricated board, is provided with boss on sheet pile cover plate 2, the width of boss is identical with the width of falcon groove on new sheet pile 1, sheet pile cover plate 2
Cover in the upside of new sheet pile 1；The upside of the c-type flood retention plate 3 is provided with falcon groove, and downside is provided with falcon head, and the side of falcon head sets
Rectangle location hole 6 is equipped with, the falcon groove both sides on c-type flood retention plate 3 are provided with location hole 5, the falcon head width on c-type flood retention plate 3
It is identical with the falcon well width on new sheet pile 1；Stage portion on the c-type flood retention plate is additionally provided with watertight rubber bar 7, sealing rubber
Adhesive tape 7 is used for water leakage；The downside of the D types flood retention plate 4 is provided with falcon head, and the falcon head both sides of the downside of D type flood retentions plate 4 are provided with
Location hole 5, and the width of the falcon head of the downside of D type flood retentions plate 4 be provided with the upside of c-type flood retention plate 3 falcon well width it is identical and with
The falcon well width of the upside of baffle plate cover plate 2 is identical；Stepped portions on the D types flood control board 4 are provided with watertight rubber bar 7.
Operation principle of the present utility model is：
The new type of plate stake 1 in ordinary water level is used to intercept the soil erosion of water level protection dykes and dams, and blind flange 2 is passed through into it
On boss be buckled in the falcon groove of the upside of new sheet pile 1, to reach safety, purpose attractive in appearance.
Cover plate 2 is taken away when water level goes up, c-type baffle plate 3 upside of new sheet pile 1 can be buckled in, by c-type flood retention plate
The falcon head of 3 bottom sides is buckled in the falcon groove of the upside of new sheet pile 1, is then determined the rectangle on c-type flood retention plate by steady pin
Location hole on position hole and new sheet pile 1 is fixed.
D type flood retentions plate 4 can be installed in the upside of c-type flood retention plate 3 when water level further goes up, by the bottom side of D type flood retentions plate 4
Falcon decometer be buckled in the falcon groove on c-type flood retention plate 3, then by the upside of the location hole on D type flood retentions plate 4 and c-type flood retention plate
Location hole is by fixed pin connection.
The utility model simple structure easy accessibility, any group can be as needed carried out at flood season or higher water level
Close, to increase the height of baffle plate, when flood season decorporates reinstatement can be removed.
The utility model the mixed sheet pile of original reinforcing bar can effectively solving dam break and piping problem, increasing flood retention plate can solve
The generation on unrestrained dam, is effectively protected the safety of people's lives and properties.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of without departing substantially from spirit or essential attributes of the present utility model, can in other specific forms realize that this practicality is new
Type.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, this practicality is new
The scope of type is by claims rather than described above is limited, it is intended that the equivalency fallen in claim is contained
All changes in justice and scope are included in the utility model.Any reference in claim should not be considered as restriction
Involved claim.
Moreover, it will be appreciated that although this specification is been described by according to embodiment, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that for clarity those skilled in the art should
Using specification as an entirety, the technical scheme in each embodiment can also Jing it is appropriately combined, form those skilled in the art
Understandable other embodiment.
Claims (4)
1. a kind of combined type floodwater retaining wall, it is characterised in that including new sheet pile (1), sheet pile cover plate (2), D types flood retention plate (4) and C
Type flood retention plate (3)；New sheet pile (1) upper end is provided with falcon groove, and both sides are respectively arranged with positioning before and after new sheet pile (1)
Hole (5)；Boss is provided with sheet pile cover plate (2), the width of boss is identical with the width of falcon groove on new sheet pile (1)；The c-type
Flood retention plate (3) upside is provided with falcon groove, and downside is provided with falcon head, and the side of falcon head is provided with rectangle location hole (6), and c-type is blocked
Falcon groove both sides on big vast plate (3) are provided with location hole (5), on the falcon head width in c-type flood retention plate (3) and new sheet pile (1)
Falcon well width is identical；D types flood retention plate (4) downside is provided with falcon head, and the falcon head both sides on the downside of D types flood retention plate (4) are provided with
Location hole (5), the width of the falcon head on the downside of the D types flood retention plate (4) is identical with the falcon well width on the upside of c-type flood retention plate (3), D
The width of the falcon head on the downside of type flood retention plate (4) is also identical with the falcon well width on the upside of new sheet pile (1).
2. combined type floodwater retaining wall according to claim 1, it is characterised in that the material of the new sheet pile (1) is reinforcing bar
One kind in concrete prefabricated and precast prestressed reinforced concrete slab, the sheet pile cover plate (2), c-type flood retention plate (3) and D types
Flood retention plate (4) material is ordinary reinforced concrete prefabricated board.
3. combined type floodwater retaining wall according to claim 1, it is characterised in that the step on the c-type flood retention plate (3) is arranged
There is watertight rubber bar (7).
4. combined type floodwater retaining wall according to claim 1, it is characterised in that the step on the D types flood control board (4) also sets
It is equipped with watertight rubber bar (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621024687.3U CN206157660U (en) | 2016-08-31 | 2016-08-31 | Modular keep off big vast wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621024687.3U CN206157660U (en) | 2016-08-31 | 2016-08-31 | Modular keep off big vast wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206157660U true CN206157660U (en) | 2017-05-10 |
Family
ID=58650226
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621024687.3U Expired - Fee Related CN206157660U (en) | 2016-08-31 | 2016-08-31 | Modular keep off big vast wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206157660U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113718710A (en) * | 2021-08-16 | 2021-11-30 | 曹伟 | Anti-seepage and anti-impact dam |
| CN114182684A (en) * | 2021-11-30 | 2022-03-15 | 浙江世润建创科技发展有限公司 | Construction method of composite pile slab dike |
-
2016
- 2016-08-31 CN CN201621024687.3U patent/CN206157660U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113718710A (en) * | 2021-08-16 | 2021-11-30 | 曹伟 | Anti-seepage and anti-impact dam |
| CN114182684A (en) * | 2021-11-30 | 2022-03-15 | 浙江世润建创科技发展有限公司 | Construction method of composite pile slab dike |
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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 |
Granted publication date: 20170510 Termination date: 20180831 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |