CN207032217U - A kind of high molecular polymer sheet pile for tortuous channel - Google Patents
A kind of high molecular polymer sheet pile for tortuous channel Download PDFInfo
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- CN207032217U CN207032217U CN201720324710.9U CN201720324710U CN207032217U CN 207032217 U CN207032217 U CN 207032217U CN 201720324710 U CN201720324710 U CN 201720324710U CN 207032217 U CN207032217 U CN 207032217U
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- level board
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Abstract
The utility model provides a kind of high molecular polymer sheet pile for tortuous channel in technical field of civil engineering, joint including connecting portion and cylinder, connecting portion includes first level plate and the second level board, one end of first level plate is provided with flange part one, the other end of first level plate connects the first twisted plate, one end of second level board is provided with groove one, flange part one can be caught in groove one, the other end of second level board connects the second twisted plate, one end of first twisted plate connects the 3rd level board one end, the 3rd level board other end is connected with one end of the second twisted plate, the other end of first twisted plate connects the 4th level board one end, the 4th level board other end is connected with the other end of the second twisted plate；Joint is provided with flange part two, and flange part two can be caught in groove one, and groove two is provided with joint, and flange part one can be caught in groove two, the stagger setting in the radial direction of flange part two and groove two in joint；The utility model convenient disassembly, structural strength are big.
Description
Technical field
It the utility model is related to a kind of sheet pile, more particularly to a kind of high molecular polymer sheet pile for tortuous channel.
Background technology
Sheet pile is a kind of basic material applied to building field, available for building dam, house, mine dam etc..Tradition
Dam mode of construction, be the barrier wall made with wood, concrete or iron, there is very high building cost.Old dam is built
Mode is made by plastic cement sheet pile mode to be substituted.Plastic cement sheet pile successfully studied and applied to the U.S., Britain, plus take
Greatly, in the building field of Australia, France and other many countries.Due to the advanced exploitation warp with material science and technology aspect
Test, be used for automobile making instead of other materials, aircraft industry, the plastic material in building field and many other fields has become
It is outstanding and efficient；In the prior art, it is mutually combined between the sheet pile used and only carries out resistance to compression by the connecting plate formed, structure is strong
Spend small, compression strength is little, can not meet needs in actual use.
Utility model content
For in the prior art the defects of, the purpose of this utility model is to overcome above-mentioned deficiency of the prior art
Place, there is provided a kind of high molecular polymer sheet pile for tortuous channel, solve that sheet pile compression strength of the prior art is small to ask
Topic, the utility model convenient disassembly, structural strength is big, and compression strength is big.
What the purpose of this utility model was realized in：A kind of high molecular polymer sheet pile for tortuous channel, including
The joint of connecting portion and cylinder, the connecting portion include first level plate and the second level board, and the one of the first level plate
End is provided with flange part one, and the other end of the first level plate connects the bending section of the first twisted plate, second level board
One end is provided with can just be fastened in groove one with the shape identical groove one of flange part one, the flange part one, and described second
The other end of level board connects the bending section of the second twisted plate, and one end of first twisted plate connects the 3rd level board one end,
The 3rd level board other end is connected with one end of the second twisted plate, and the other end connection the 4th of first twisted plate is horizontal
Plate one end, the 4th level board other end are connected with the other end of the second twisted plate, the 3rd level board, the first bending
Hexagonal hole is formed between plate, the 4th level board and the second twisted plate；The outside of the joint is provided with flange part two, the flange
Portion two can be just caught in groove one, and groove two is provided with the joint, and the flange part one can be just caught in groove two, institute
State the stagger setting in the radial direction of flange part two and groove two in joint.
In order to further improve compression strength, through hole is provided with the axial direction of the joint；, can be toward through hole in this design
The interior filling slurry such as sandy soil or clay, improve the compression strength of sheet pile.
In order to further improve structural strength of the present utility model, first twisted plate and the second twisted plate are with respect to the 3rd
The Central Symmetry of level board.
In order to further improve structural strength of the present utility model, formed between first twisted plate and the 3rd level board
Angle be obtuse angle.
In order to further improve the compression strength of utility model works, the first level plate and the second level board are same
In one height and it is parallel to each other.
During utility model works, connecting portion is applied in combination according to being actually needed, in hexagonal hole fill sandy soil or
The slurries such as clay, improve compression strength；Run into river course knee, by joint with combine after the both ends of connecting portion connect
Use；The utility model convenient disassembly, structural strength is big, and filling sandy soil or clay etc. are starched in the hexagonal hole of formation and in through hole
Material, can further improve compression strength；The shape of river course bending is adapted to by the connection sheet pile of joint and connecting portion, is applicable
Scope is wider；It can be applied in the work that retaining wall, embankment, wall are irrigated, be particularly suitable for use in tortuous channel.
Brief description of the drawings
Front view when Fig. 1 is applied in combination for the utility model.
Fig. 2 is the stereogram of connecting portion in the utility model.
Fig. 3 is the stereogram of the utility model center tap.
Wherein, 1 flange part one, 2 first level plates, 3 the 3rd level boards, 4 grooves one, 5 second level boards, 6 second bendings
Plate, 7 the 4th level boards, 8 first twisted plates, 9 grooves two, 10 joints, 11 flange parts two, 12 through holes.
Embodiment
The utility model is described further with specific embodiment below in conjunction with the accompanying drawings.
A kind of high molecular polymer sheet pile for tortuous channel as shown in FIG. 1 to 3, including connecting portion and cylinder
Joint 10, connecting portion includes the level board 5 of first level plate 2 and second, and one end of first level plate 2 is provided with flange part 1,
The other end of one level board 2 connects the bending section of the first twisted plate 8, and one end of the second level board 5 is provided with and the shape of flange part 1
Identical groove 1, flange part 1 can be just fastened in groove 1, the bending of other end connection second of the second level board 5
The bending section of plate 6, one end connection the 3rd level board 3 one end of the first twisted plate 8, the other end of the 3rd level board 3 and the second bending
One end connection of plate 6, other end connection the 4th level board 7 one end of the first twisted plate 8, the other end of the 4th level board 7 and second
The other end connection of twisted plate 6, is formed between the 3rd level board 3, the first twisted plate 8, the 4th level board 7 and the second twisted plate 6
Hexagonal hole, the Central Symmetry of 6 relative 3rd level board 3 of the first twisted plate 8 and the second twisted plate, the first twisted plate 8 and the 3rd
The angle formed between level board 3 is obtuse angle, and the level board 5 of first level plate 2 and second is on sustained height and is parallel to each other；Connect
First 10 outside is provided with flange part 2 11, and flange part 2 11 can be just caught in groove 1, and groove 29 is provided with joint 10, convex
Edge 1 can be just caught in groove 29, the stagger setting in the radial direction of flange part 2 11 and groove 29 in joint 10；Connect
Through hole 12 is provided with first 10 axial direction.
Connecting portion and joint 10 combine use when as shown in figure 1,2 connecting portions are combined after, run into river course
Knee, in the groove 1 of the connecting portion end after being caught in and combine using the end of flange part 1 of 1 joint 10, then make
It is caught in the flange part 1 of another connecting portion in the groove 29 of joint 10, this structure is completely embedded, and structural strength is big；If
River course knee is not run into, as long as connecting portion is applied in combination.
During utility model works, connecting portion is applied in combination according to being actually needed, in hexagonal hole fill sandy soil or
The slurries such as clay, improve compression strength；Run into river course knee, by joint 10 with combine after the both ends of connecting portion be connected
To use；The utility model convenient disassembly, structural strength is big, and sandy soil or clay are filled in the hexagonal hole of formation and in through hole 12
Deng slurry, compression strength can further improve；The shape of river course bending is adapted to by the connection sheet pile of joint 10 and connecting portion
Shape, the scope of application are wider；It can be applied in the work that retaining wall, embankment, wall are irrigated, be particularly suitable for use in tortuous channel.
The utility model is not limited to above-described embodiment, on the basis of technical scheme disclosed in the utility model, this
The technical staff in field is according to disclosed technology contents, it is not necessary to which performing creative labour can is special to some of which technology
Sign makes some and replaces and deform, and these are replaced and deformed in scope of protection of the utility model.
Claims (5)
- A kind of 1. high molecular polymer sheet pile for tortuous channel, it is characterised in that：Joint including connecting portion and cylinder, The connecting portion includes first level plate and the second level board, and one end of the first level plate is provided with flange part one, and described The other end of one level board connects the bending section of the first twisted plate, and one end of second level board is provided with and the shape of flange part one Identical groove one, the flange part one can be just fastened in groove one, the other end connection second of second level board The bending section of twisted plate, one end of first twisted plate connect the 3rd level board one end, the 3rd level board other end with One end connection of second twisted plate, the other end of first twisted plate connect the 4th level board one end, the 4th level board The other end is connected with the other end of the second twisted plate, the 3rd level board, the first twisted plate, the 4th level board and the second bending Hexagonal hole is formed between plate；The outside of the joint is provided with flange part two, and the flange part two can be just caught in groove one, Groove two is provided with the joint, the flange part one can be just caught in groove two, and the flange part two and groove two are connecing The stagger setting in the radial direction of head.
- A kind of 2. high molecular polymer sheet pile for tortuous channel according to claim 1, it is characterised in that：It is described to connect Through hole is provided with the axial direction of head.
- A kind of 3. high molecular polymer sheet pile for tortuous channel according to claim 1 or 2, it is characterised in that：Institute State the Central Symmetry of the first twisted plate and the second twisted plate with respect to the 3rd level board.
- A kind of 4. high molecular polymer sheet pile for tortuous channel according to claim 1 or 2, it is characterised in that：Institute It is obtuse angle to state the angle formed between the first twisted plate and the 3rd level board.
- A kind of 5. high molecular polymer sheet pile for tortuous channel according to claim 1 or 2, it is characterised in that：Institute First level plate and the second level board are stated on sustained height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720324710.9U CN207032217U (en) | 2017-03-30 | 2017-03-30 | A kind of high molecular polymer sheet pile for tortuous channel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720324710.9U CN207032217U (en) | 2017-03-30 | 2017-03-30 | A kind of high molecular polymer sheet pile for tortuous channel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207032217U true CN207032217U (en) | 2018-02-23 |
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ID=61473394
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720324710.9U Active CN207032217U (en) | 2017-03-30 | 2017-03-30 | A kind of high molecular polymer sheet pile for tortuous channel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207032217U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235444A (en) * | 2018-09-10 | 2019-01-18 | 广东三和管桩股份有限公司 | A kind of prismatic prestressing force support pile, piling wall and its construction method |
| CN111519607A (en) * | 2020-05-29 | 2020-08-11 | 扬州工业职业技术学院 | Landscape sheet pile |
-
2017
- 2017-03-30 CN CN201720324710.9U patent/CN207032217U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235444A (en) * | 2018-09-10 | 2019-01-18 | 广东三和管桩股份有限公司 | A kind of prismatic prestressing force support pile, piling wall and its construction method |
| CN111519607A (en) * | 2020-05-29 | 2020-08-11 | 扬州工业职业技术学院 | Landscape sheet pile |
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