CN209011083U - A kind of peg board combination shore protection - Google Patents
A kind of peg board combination shore protection Download PDFInfo
- Publication number
- CN209011083U CN209011083U CN201821476773.7U CN201821476773U CN209011083U CN 209011083 U CN209011083 U CN 209011083U CN 201821476773 U CN201821476773 U CN 201821476773U CN 209011083 U CN209011083 U CN 209011083U
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- wall body
- stake
- width
- prefabricated board
- groove
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Abstract
The utility model relates to a kind of peg board combination shore protections, including more first PC wall body stakes；It is opened up on opposite side in adjacent two the first PC wall body stakes fluted；Multiple groups prefabricated board, the both ends of every group of prefabricated board are plugged in the groove of adjacent two the first PC wall body stakes；Note is located at the injecting paste material between prefabricated board both ends and groove；The crown beam being formed at the top of the first PC wall body stake and prefabricated board；More 2nd PC wall body stakes are oppositely arranged and far from bank slope with the first PC wall body stake；First coupling beam is formed in the top of the 2nd PC wall body stake；More second coupling beams, one end is connected with crown beam and the other end is connected with the first coupling beam.Construction is simple is quick, reduces investment outlay, channel revetment belongs to environmentally friendly, it effectively prevent shore protection to occur leaking native phenomenon, the 2nd PC wall body stake and the first PC wall body stake and prefabricated board are formd entirety by this shore protection simultaneously, it is highly-safe and the higher-height bank slope of earth-retaining can be suitable for which the overall structure of shore protection is more stable.
Description
Technical field
The utility model relates to a kind of peg board combination shore protections.
Background technique
In channel revetment design work, implements according to conventional concrete barricade or Gravity Retaining Wall, foundation pit need to be carried out and opened
It digs, generally requires the construction area for having 5~10m other than water front, but have buried pipe after being frequently encountered wall in practical projects
Situations such as line, house, road, greening, causes channel revetment not have the condition of excavation of foundation pit, lead to not construct, and it is previous
It encounters such situation and uses filling pile structure often to avoid excavating, but since filling pile construction speed is slow, need to continuously arrange,
Waste that is huge, and will form such as mud etc is invested, seeks a kind of non-excavation type thus, construction is simple is quick, section
Investment-saving, environmentally friendly channel revetment, to meet the needs of non-excavation type bank protection construction.Simultaneously for earth-retaining height compared with
High river, safety and stability requirement for channel revetment will be higher.
Summary of the invention
The technical problem to be solved by the present invention is to provide a kind of peg board combination shore protections that stability is high.
In order to solve the above-mentioned technical problem, the technical solution adopted in the utility model is:
A kind of sheet pile combination shore protection, it includes:
More first PC wall body stakes, the more first PC wall body stakes are alternatively arranged along bank slope；Adjacent two described first
It is opened up on opposite side in PC wall body stake fluted；
Multiple groups prefabricated board, the both ends of prefabricated board described in every group are plugged in the groove of adjacent two the first PC wall body stakes
It is interior；
Injecting paste material, the injecting paste material note are located between the prefabricated board both ends and the groove；
Crown beam, the crown beam are formed in the top of the first stake of PC wall body and the prefabricated board；
More 2nd PC wall body stakes, the more 2nd PC wall body stakes are oppositely arranged with the first PC wall body stake described in more
And far from the bank slope；
First coupling beam, first coupling beam are formed in the top of the 2nd PC wall body stake；
The one end of more second coupling beams, second coupling beam is connected with the crown beam and the other end and described first
Coupling beam is connected.
Specifically, the prefabricated board is assembled by muti-piece splice plate, and the upper side of every piece of splice plate forms splicing
Slot and downside form splicing protrusion.
Specifically, the groove includes the first groove body and on the inside of first groove body and coupled logical second
Groove body, the width of first groove body are less than the width of second groove body.
Specifically, first through hole concentric with it is also provided at the center of the first PC wall body stake.
Specifically, the second through-hole concentric with it is also provided at the center of the 2nd PC wall body stake.
Specifically, the width of the crown beam is greater than the width of the first PC wall body stake, the width of the first PC wall body stake
Degree is greater than the width of the prefabricated board.
Specifically, the width of first coupling beam is greater than the width of the 2nd PC wall body stake, the width of second coupling beam
Degree is greater than the width of the 2nd PC wall body stake.
The distance of length, that is, Fig. 1 left and right directions of the utility model, width are the distance of the up and down direction of Fig. 1, high
Degree is the distance of the up and down direction of Fig. 3.
The scope of the utility model, however it is not limited to technical solution made of the specific combination of above-mentioned technical characteristic, while
The other technical solutions for being carried out any combination by above-mentioned technical characteristic or its equivalent feature and being formed should be covered.Such as features described above
The technical solution that with (but being not limited to) disclosed herein there is the technical characteristic of similar functions to be replaced mutually and formed
Deng.
Since above-mentioned technical proposal is used, the utility model has the advantage that compared with prior art
The utility model construction is simple is quick, reduces investment outlay, and channel revetment belongs to environmentally friendly, and shore protection is effectively prevent to go out
Native phenomenon is now leaked, while the 2nd PC wall body stake and the first PC wall body stake and prefabricated board are formd entirety by coupling beam by this shore protection,
It is highly-safe and the higher-height bank slope of earth-retaining can be suitable for which the overall structure of shore protection is more stable.
Detailed description of the invention
Attached drawing 1 is the bottom view of the utility model；
Attached drawing 2 is the top view of the first PC wall body stake；
Attached drawing 3 is the cross-sectional view in the direction A-A of attached drawing 1；
Attached drawing 4 is the cross-sectional view in the direction B-B of attached drawing 1；
Attached drawing 5 is the structural schematic diagram of splice plate；
Wherein: 2, the first PC wall body stake；21, groove；211, the first groove body；212, the second groove body；22, through-hole；3, prefabricated
Plate；31, splicing protrusion；32, splice plate；33, splice slot；4, injecting paste material；5, crown beam；6, the 2nd PC wall body stake；61, second is logical
Hole；71, the first coupling beam；72, the second coupling beam.
Specific embodiment
A kind of sheet pile combination shore protection of the utility model, it includes: more first PC wall body stakes 2, multiple groups prefabricated board 3, note
Pulp material 4, crown beam 5, bis- PC wall body stake 6 of Duo Gen, the first coupling beam 71, more second coupling beams 72.
More first PC wall body stakes 2 are alternatively arranged along bank slope；It is opened on opposite side in adjacent two the first PC wall body stakes 2
Equipped with groove 21；The both ends of every group of prefabricated board 3 are plugged in the groove 21 of adjacent two the first PC wall body stakes 2；Injecting paste material 4
Note is located between 3 both ends of prefabricated board and groove 21；Crown beam 5 is formed in the top of the first PC wall body stake 2 and prefabricated board 3；More
2nd PC wall body stake 6 and more first PC wall body stakes 2 are oppositely arranged and far from bank slopes；First coupling beam 71,71 shape of the first coupling beam
The top of bis- PC wall body stake 6 of Cheng；The one end of second coupling beam 72 is connected with crown beam 5 and the other end and the first coupling beam
71 are connected.
The design of crown beam 5, the first coupling beam 71 and the second coupling beam 72, so that the first PC wall body stake 2,6 and of the 2nd PC wall body stake
The combination of prefabricated board 3 is more firm.
In order to facilitate processing with transport, prefabricated board 3 is assembled by muti-piece splice plate 32, the upside of every piece of splice plate 32
Face forms splicing slot 31 and downside forms splicing protrusion 33.In actual production, we only need pre-processed splicing
Plate 32 is transported to designated position, is assembled, i.e., available prefabricated board 3 required for forming us.
Groove 21 is including the first groove body 211 and positioned at 211 inside of the first groove body and coupled the second logical groove body
212, the width for the second groove body 212 that the width of the first groove body 211 is less than.In the present embodiment, prefabricated board 3 is just plugged in groove
In 21, due to the width for the second groove body 212 that the width of the first groove body 211 is less than, injecting paste material 4 can be in the second groove body
It in the big part space of 212 to the first groove body, 211 width, is sufficiently submerged in, to be formd between prefabricated board 3 and groove 21
Preferable sealing function, thus anti-leak-stopping sandy soil or water, so that prefabricated board 3 and the first PC wall body stake 2 are ideally incorporated in one
It rises.
In addition, in order to save material, be also provided at the center of the first PC wall body stake 2 first through hole 22 concentric with it,
The second through-hole 61 concentric with it, the first PC wall body stake 2, the 2nd PC wall body stake are also provided at the center of 2nd PC wall body stake 6
It is not solid construction among 6, but can equally plays the role of solid construction, simultaneous with first through hole 22, second
The design of through-hole 61 enables the first PC wall body stake 2, the 2nd PC wall body stake 6 that can preferably be combined with bank slope, is more preferably plugged in
In bank slope.
The width of crown beam 5 is greater than the width of the first PC wall body stake 2, and the width of the first PC wall body stake 2 is greater than the width of prefabricated board 3
Degree.
The width of first coupling beam 71 is greater than the width of the 2nd PC wall body stake 6, and the width of the second coupling beam 72 is greater than the 2nd PC wall
The width of body stake 6.
The width of crown beam 5 is greater than the width of the first PC wall body stake 2, and the width of the first PC wall body stake 2 is greater than the width of prefabricated board 3
Degree, the width of the first coupling beam 71 are greater than the width of the 2nd PC wall body stake 6, the width of the second coupling beam 72 be greater than the 2nd PC wall body stake
6 width.The width of crown beam 5, width, height and the length of the first PC wall body stake 2, the width of the 2nd PC wall body stake 6, height
And length, the height of prefabricated board 3, width, the first coupling beam 71, width of the second coupling beam 72 etc. can be selected specifically according to the actual situation
It selects.
The utility model is assembled using assembled, easy for construction, and prefabricated board 3 and the first PC wall body stake 2 play water blocking gear
The effect of soil, injecting paste material 4 play the role of sealing, while can according to need the depth and width of adjustment prefabricated board 3, together
When can suitably increase spacing between the first adjacent PC wall body stake 2, strengthen the globality of supporting construction, effectively increase
Furthermore the security and stability of shore protection increases the 2nd PC wall body stake 6, the first coupling beam 71 and the second coupling beam 72, so that shore protection is whole
Body structure is more stable, highly-safe and can be suitable for the higher-height bank slope of earth-retaining.
As described above, we are illustrated fully according to the objective of the utility model, but the utility model not limits to
In above-described embodiment and implementation method.The range that the practitioner of correlative technology field can permit in the technical idea of the utility model
It is interior to carry out different variation and implementation.
Claims (7)
1. a kind of peg board combination shore protection, which is characterized in that it includes:
More first PC wall body stakes (2), the more first PC wall body stakes (2) are alternatively arranged along bank slope；Adjacent two described
Fluted (21) are opened up on opposite side in one PC wall body stake (2)；
Multiple groups prefabricated board (3), the both ends of prefabricated board described in every group (3) are plugged in adjacent two the first PC wall body stakes (2)
Groove (21) in；
Injecting paste material (4), injecting paste material (4) note are located between the prefabricated board (3) both ends and the groove (21)；
Crown beam (5), the crown beam (5) are formed in the top of the first PC wall body stake (2) and the prefabricated board (3)；
More 2nd PC wall body stakes (6), the 2nd PC wall body stake (6) and the first PC wall body stake (2) are oppositely arranged and far
From the bank slope；
First coupling beam (71), first coupling beam (71) are formed in the top of the 2nd PC wall body stake (6)；
The one end of more second coupling beams (72), second coupling beam (72) be connected with the crown beam (5) and the other end with
First coupling beam (71) is connected.
2. peg board combination shore protection according to claim 1, it is characterised in that: the prefabricated board (3) is by muti-piece splice plate
(32) it is assembled, the upper side of every piece of splice plate (32) forms splicing slot (31) and downside forms splicing protrusion
(33)。
3. peg board combination shore protection according to claim 1, it is characterised in that: the groove (21) includes the first groove body
(211) and positioned at the first groove body (211) inside and coupled logical the second groove body (212), first groove body
(211) width is less than the width of second groove body (212).
4. peg board combination shore protection according to claim 1, it is characterised in that: at the center of the first PC wall body stake (2)
It is also provided with first through hole concentric with it (22).
5. peg board combination shore protection according to claim 1, it is characterised in that: at the center of the 2nd PC wall body stake (6)
It is also provided with the second through-hole (61) concentric with it.
6. peg board combination shore protection according to claim 1, it is characterised in that: the width of the crown beam (5) is greater than described the
The width of one PC wall body stake (2), the width of the first PC wall body stake (2) are greater than the width of the prefabricated board (3).
7. peg board combination shore protection according to claim 1, it is characterised in that: the width of first coupling beam (71) is greater than institute
The width of the 2nd PC wall body stake (6) is stated, the width of second coupling beam (72) is greater than the width of the 2nd PC wall body stake (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821476773.7U CN209011083U (en) | 2018-09-10 | 2018-09-10 | A kind of peg board combination shore protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821476773.7U CN209011083U (en) | 2018-09-10 | 2018-09-10 | A kind of peg board combination shore protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209011083U true CN209011083U (en) | 2019-06-21 |
Family
ID=66832692
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821476773.7U Expired - Fee Related CN209011083U (en) | 2018-09-10 | 2018-09-10 | A kind of peg board combination shore protection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209011083U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109056649A (en) * | 2018-09-10 | 2018-12-21 | 无锡市水利设计研究院有限公司 | A kind of sheet pile combination shore protection and its construction method |
-
2018
- 2018-09-10 CN CN201821476773.7U patent/CN209011083U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109056649A (en) * | 2018-09-10 | 2018-12-21 | 无锡市水利设计研究院有限公司 | A kind of sheet pile combination shore protection and its construction method |
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| 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: 20190621 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |