CN208517926U - The concrete prefabricated sheet pile of water conservancy - Google Patents
The concrete prefabricated sheet pile of water conservancy Download PDFInfo
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- CN208517926U CN208517926U CN201820931741.5U CN201820931741U CN208517926U CN 208517926 U CN208517926 U CN 208517926U CN 201820931741 U CN201820931741 U CN 201820931741U CN 208517926 U CN208517926 U CN 208517926U
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Abstract
The utility model discloses the concrete prefabricated sheet piles of water conservancy, sheet pile main body includes integrally formed pile body, pile top, pile top is located at the lower end of pile body, the section of the pile body is in rectangle, the pile body left side is equipped with a trapezoid boss, pile body right side is equipped with the groove of splicing corresponding with trapezoid boss, cage muscle is equipped in sheet pile main body, the cage muscle includes more main reinforcements and multiple groups arrangement of reinforcement, main ribs are evenly arranged on the profiled outline on the inside of sheet pile body outer surface at 25mm, and several groups arrangement of reinforcement uniformly binds round and is located on the length direction of main reinforcement.Connection function between adjacent sheet pile, improves whole anti-pressure ability and stability in use, overall structure is more sturdy and durable after trapezoid boss and the groove splicing of the utility model.
Description
Technical field
The utility model relates to pile for prestressed pipe manufacturing fields, and in particular to a kind of concrete prefabricated sheet pile of water conservancy.
Background technique
Prestressed concrete plate stake is the novel earth-retaining of one kind, slope protection, bank material, has safety, beautiful later maintenance
Convenient feature.It is widely used in water conservancy construction field, the adjacent townhouse placement of several sheet piles can play the role of earth-retaining slope protection,
There are gaps between adjacent sheet pile after existing sheet pile platoon, even if subsequent casting crown beam its underpart is still in independent independent knot
Structure, sheet pile is between each other without active force, the overall stability and use intensity limited after a combination thereof of this body structure of sheet pile.
Utility model content
The utility model overcomes existing defect to provide a kind of water conservancy concrete prefabricated sheet pile, mutually relies on, mentions after combination
High stability.
The utility model is achieved through the following technical solutions:
The concrete prefabricated sheet pile of water conservancy, sheet pile main body include integrally formed pile body, pile top, and pile top is located under pile body
End, the section of the pile body are in rectangle, and the pile body left side is equipped with a trapezoid boss, and pile body right side is equipped with and ladder
The groove of the corresponding splicing of shape boss, sheet pile main body is interior to be equipped with cage muscle, and the cage muscle includes more main reinforcements and multiple groups arrangement of reinforcement, the master
Muscle is evenly arranged on the profiled outline on the inside of sheet pile body outer surface at 25mm, and several groups arrangement of reinforcement uniformly binds round the length side for being located at main reinforcement
Upwards.
The further improvement project of the utility model is that the upper end of the pile body is equipped with the stake tail that one section of length is 180mm and connects
The front and back sides of socket part, the stake tail interconnecting piece are concordant with the front and back sides of pile body, and the left and right side difference of stake tail interconnecting piece is low
In pile body left and right side 20mm, the trapezoid boss extends to the upper end of pile body from the lower end of pile body, and the groove is from pile body
Lower end extends to the upper end of the stake tail interconnecting piece.
The further improvement project of the utility model is that main ribs have ten, and every main reinforcement is prolonged upwards from pile top lower part
Extend to the top of tail interconnecting piece, the distributing position of ten main reinforcements are as follows: a left side is equipped at trapezoid boss inside top surface 25mm
A right side muscle is equipped on the inside of muscle, groove slot bottom at 25mm, is equipped with four front sides muscle, plate on the inside of sheet pile main body leading flank at 25mm
Four rear side muscle are equipped on the inside of stake main body trailing flank at 25mm.
The further improvement project of the utility model is that every group of arrangement of reinforcement includes triangle muscle and C-shaped muscle, and triangle muscle will
In inner ring, C-shaped muscle will be after four front side muscle and four for left side muscle, second, left side front side muscle and second, left side rear side muscle hoop
For side muscle hoop in inner ring, the both ends of the surface of C-shaped muscle opening are respectively equipped with brace, and two braces extend to opposite side catches on the right side respectively
The rear side muscle of side second and second, right side front side muscle, the right side muscle lean against the right hand corner that two braces are crossed to form
It is interior.
The further improvement project of the utility model is that the triangle muscle and C-shaped muscle intersection are tightened by tied silk
It is fixed.
The further improvement project of the utility model is that the pile top is trapezoidal or is cone.
Compared to the prior art the utility model has the advantage that
Connection function between adjacent sheet pile, improves whole resistance to compression energy after trapezoid boss and the groove splicing of the utility model
Power and stability in use, overall structure is more sturdy and durable, and main reinforcement is evenly distributed in sheet pile main body, especially in trapezoid boss and
A main reinforcement is set respectively on the inside of groove, it is ensured that guard space of the main reinforcement apart from outer surface is identical, guarantees that concrete structure is stablized, leads to
Two ribs for crossing one group of arrangement of reinforcement embrace main reinforcement on same section, the interlaced positioning of arrangement of reinforcement, and every main reinforcement and arrangement of reinforcement rely on,
Ensure that sheet pile main structure is stable and firm.
Detailed description of the invention
Fig. 1 is the utility model schematic elevation view.
Fig. 2 is the utility model left view schematic diagram.
Fig. 3 is in pile body without cage muscle sectional schematic diagram.
Fig. 4 is cage muscle front view.
Fig. 5 is to have cage muscle schematic diagram in pile body.
Specific embodiment
The concrete prefabricated sheet pile of water conservancy shown in Fig. 1,2,3,4,5, sheet pile main body include integrally formed pile body 1, stake
Point 2, pile top 2 are located at the lower end of pile body 1, and the section of pile body 1 is in rectangle, and 1 left side of pile body is equipped with a trapezoid boss 3, ladder
Shape boss is arranged and is located at the middle part of left side along pile body length direction.1 right side of pile body is equipped with corresponding with trapezoid boss 3
The groove 4 of splicing, trapezoid boss joinery and its construction similar with groove, two adjacent sheet pile townhouse trapezoid boss are put in groove,
Two sheet pile interaction stability are more preferably.Cage muscle 5 is equipped in sheet pile main body, cage muscle 5 includes more main reinforcements 6 and multiple groups arrangement of reinforcement 7,
Main reinforcement 6 is evenly arranged on the profiled outline on the inside of sheet pile body outer surface at 25mm, and the concrete cover of 25mm ensures cage muscle position
In sheet pile body interior, uniformly hoop is located on the length direction of main reinforcement 6 several groups arrangement of reinforcement 7.
In the present embodiment, the upper end of pile body 1 is equipped with one section of length for the stake tail interconnecting piece 8 of 180mm, before stake tail interconnecting piece 8
Trailing flank is concordant with the front and back sides of pile body 1, and the left and right side of stake tail interconnecting piece 8 is respectively lower than 1 left and right side 20mm of pile body,
Trapezoid boss 3 extends to the upper end of pile body 1 from the lower end of pile body 1, and stake tail interconnecting piece is without splicing, because being linked to be when subsequent construction
The stake tail interconnecting piece of one row needs integrally to be poured with concrete, and groove 4 extends to the upper of a tail interconnecting piece 8 from the lower end of pile body 1
End, groove structure are convenient for subsequent casting concrete.
Main reinforcement 6 has ten, and every main reinforcement 6 extends upwardly to the top of tail interconnecting piece 8, ten main reinforcements 6 from 2 lower part of pile top
Distributing position are as follows: be equipped at 3 inside top surface 25mm of trapezoid boss a left side muscle 9, on the inside of groove 4 slot bottom the place 25mm equipped with one
Muscle 10 on the right side of root, the place 25mm is equipped with four front side muscle 11, at the 25mm of sheet pile main body trailing flank inside on the inside of sheet pile main body leading flank
Equipped with four rear side muscle 12.In the present embodiment, every group of arrangement of reinforcement 7 includes triangle muscle 13 and C-shaped muscle 14, triangle muscle 13 by left side muscle 9,
Second, left side front side muscle 11 and second, left side rear side muscle 12 hoop are in inner ring, and C-shaped muscle 14 is by four front side muscle 11 and four
For the hoop of rear side muscle 12 in inner ring, the both ends of the surface that C-shaped muscle 14 is open are respectively equipped with brace 15, and two braces 15 extend to opposite side
Second, right side rear side muscle 12 and second, right side front side muscle 11 are caught on respectively, and right side muscle 10 leans against two braces 15 and intersects shape
At right hand corner in, all by arrangement of reinforcement hoop in inner ring, the intersection of triangle muscle 13 and C-shaped muscle 14 is tightened every main reinforcement by tied silk
It is fixed, fastening structure.The pile top 2 of the present embodiment be it is trapezoidal, facilitate construction.
Claims (6)
1. the concrete prefabricated sheet pile of water conservancy, it is characterized in that: sheet pile main body includes integrally formed pile body (1), pile top (2), stake
Sharp (2) are located at the lower end of pile body (1), and the section of the pile body (1) is in rectangle, and pile body (1) left side is equipped with a ladder
Shape boss (3), pile body (1) right side are equipped with the groove (4) of splicing corresponding with trapezoid boss (3), are equipped with cage in sheet pile main body
Muscle (5), the cage muscle (5) include more main reinforcements (6) and multiple groups arrangement of reinforcement (7), and main ribs (6) are evenly arranged on sheet pile body outer surface
On profiled outline at the 25mm of inside, uniformly hoop is located on the length direction of main reinforcement (6) several groups arrangement of reinforcement (7).
2. the concrete prefabricated sheet pile of water conservancy according to claim 1, it is characterized in that: the upper end of the pile body (1) is equipped with
The stake tail interconnecting piece (8) that one section of length is 180mm, the front and back sides of the stake tail interconnecting piece (8) and the front and back sides of pile body (1) are flat
Together, the left and right side of stake tail interconnecting piece (8) is respectively lower than pile body (1) left and right side 20mm, and the trapezoid boss (3) is from pile body
(1) lower end extends to the upper end of pile body (1), and the groove (4) extends to the stake tail interconnecting piece from the lower end of pile body (1)
(8) upper end.
3. the concrete prefabricated sheet pile of water conservancy according to claim 2, it is characterized in that: main ribs (6) have ten, every
Main reinforcement (6) extends upwardly to the top of tail interconnecting piece (8), the distributing position of ten main reinforcements (6) from pile top (2) lower part are as follows: ladder
It is equipped with muscle (9) on the left of in the of one at shape boss (3) inside top surface 25mm, is equipped with a right side muscle on the inside of groove (4) slot bottom at 25mm
(10), muscle (11) on front side of in the of four are equipped on the inside of sheet pile main body leading flank at 25mm, are equipped at 25mm on the inside of sheet pile main body trailing flank
Four rear side muscle (12).
4. the concrete prefabricated sheet pile of water conservancy according to claim 3, it is characterized in that: every group of arrangement of reinforcement (7) includes
Triangle muscle (13) and C-shaped muscle (14), triangle muscle (13) is by left side muscle (9), second, left side front side muscle (11) and left side second
Muscle (12) is bound round in inner ring on rear side of root, and C-shaped muscle (14) binds round four front side muscle (11) and four rear side muscle (12) in inner ring, C-shaped muscle
(14) both ends of the surface being open are respectively equipped with brace (15), and two braces (15) extend to opposite side catches on right side second respectively
Muscle (12) and second, right side front side muscle (11), the right side muscle (10) lean against what two braces (15) were crossed to form on rear side of root
In right hand corner.
5. the concrete prefabricated sheet pile of water conservancy according to claim 4, it is characterized in that: the triangle muscle (13) and C-shaped muscle
(14) intersection tightens fixation by tied silk.
6. the concrete prefabricated sheet pile of water conservancy according to any one of claims 1 to 5, it is characterized in that: the pile top (2) is
It is trapezoidal or for cone.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820931741.5U CN208517926U (en) | 2018-06-15 | 2018-06-15 | The concrete prefabricated sheet pile of water conservancy |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820931741.5U CN208517926U (en) | 2018-06-15 | 2018-06-15 | The concrete prefabricated sheet pile of water conservancy |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208517926U true CN208517926U (en) | 2019-02-19 |
Family
ID=65325058
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820931741.5U Active CN208517926U (en) | 2018-06-15 | 2018-06-15 | The concrete prefabricated sheet pile of water conservancy |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208517926U (en) |
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2018
- 2018-06-15 CN CN201820931741.5U patent/CN208517926U/en active Active
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