CN209011082U - A kind of assembled peg board combination shore protection - Google Patents

A kind of assembled peg board combination shore protection Download PDF

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Publication number
CN209011082U
CN209011082U CN201821476505.5U CN201821476505U CN209011082U CN 209011082 U CN209011082 U CN 209011082U CN 201821476505 U CN201821476505 U CN 201821476505U CN 209011082 U CN209011082 U CN 209011082U
Authority
CN
China
Prior art keywords
wall body
prefabricated board
width
groove
stakes
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.)
Expired - Fee Related
Application number
CN201821476505.5U
Other languages
Chinese (zh)
Inventor
何建栋
吉佳宇
谢政廷
李冬
毛欣
曹丽娟
钱惠英
孟骁
蒋晓君
黄月明
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wuxi Water Conservancy Design Institute Co Ltd
Original Assignee
Wuxi Water Conservancy Design Institute Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Wuxi Water Conservancy Design Institute Co Ltd filed Critical Wuxi Water Conservancy Design Institute Co Ltd
Priority to CN201821476505.5U priority Critical patent/CN209011082U/en
Application granted granted Critical
Publication of CN209011082U publication Critical patent/CN209011082U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to a kind of assembled peg board combination shore protections, comprising: more PC wall body stakes, the more PC wall body stakes are alternatively arranged along bank slope;It is opened up on opposite side in adjacent two PC wall body stakes fluted;Multiple groups prefabricated board, the both ends of prefabricated board described in every group are plugged in the groove of adjacent two PC wall body stakes;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 stake of PC wall body and the prefabricated board.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 occur leaking native phenomenon.

Description

A kind of assembled peg board combination shore protection
Technical field
The utility model relates to a kind of assembled 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.
Utility model content
The technical problem to be solved by the present invention is to provide a kind of simple assembled peg board combination shore protections easy for construction.
In order to solve the above-mentioned technical problem, the technical solution adopted in the utility model is:
A kind of assembled sheet pile combination shore protection, it includes:
More PC wall body stakes, the more PC wall body stakes are alternatively arranged along bank slope;Phase in adjacent two PC wall body stakes To side on open up it is fluted;
Multiple groups prefabricated board, the both ends of prefabricated board described in every group are plugged in the groove of adjacent two PC wall body stakes;
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 stake of PC wall body and the prefabricated board.
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, through-hole concentric with it is also provided at the center of the PC wall body stake.
Specifically, the width of the crown beam is greater than the width of the PC wall body stake, and the width of the PC wall body stake is greater than institute State the width of prefabricated board.
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 Now leak native phenomenon.
Detailed description of the invention
Attached drawing 1 is the bottom view of the utility model;
Attached drawing 2 is the top view of 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, PC wall body stake;21, groove;211, the first groove body;212, the second groove body;22, through-hole;3, prefabricated board; 31, splicing protrusion;32, splice plate;33, splice slot;4, injecting paste material;5, crown beam.
Specific embodiment
A kind of assembled sheet pile combination shore protection of the utility model, comprising:
More PC wall body stakes 2 (PC is polycarbonate material), more PC wall body stakes 2 are alternatively arranged along bank slope;Adjacent two Fluted 21 are opened up on opposite side in PC wall body stake 2;
Multiple groups prefabricated board 3, the both ends of every group of prefabricated board 3 are plugged in the groove 21 of adjacent two PC wall bodies stake 2;
Injecting paste material 4,4 note of injecting paste material are located between 3 both ends of prefabricated board and groove 21;
Crown beam 5, crown beam 5 are formed in the top of PC wall body stake 2 and prefabricated board 3.The design of crown beam 5, so that 2 He of 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 upper side of every piece of splice plate 32 It forms splicing slot 31 and downside forms splicing protrusion 33.In actual production, we only need pre-processed splice plate 32 transport to designated position, are 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 PC wall body stake 2 is ideally combined together.
In addition, being also provided with through-hole 22 concentric with it at the center of PC wall body stake 2 to save material.PC wall body stake 2 Centre is not solid construction, but can equally play the role of solid construction, simultaneous with the design of through-hole 22, so that PC wall body stake 2 can preferably be combined with bank slope, be more preferably plugged in bank slope.
The width of crown beam 5 is greater than the width of PC wall body stake 2, and the width of PC wall body stake 2 is greater than the width of prefabricated board 3.Crown beam 5 Width, width, height and the length of PC wall body stake 2, height, width of prefabricated board 3 etc. can be selected specifically according to the actual situation It selects.
The utility model is assembled using assembled, and easy for construction, prefabricated board 3 and PC wall body stake 2 play water blocking earth-retaining Effect, injecting paste material 4 play the role of sealing, while can according to need the depth and width of adjustment prefabricated board 3, while can Suitably to increase the spacing between PC wall body stake 2, the globality of supporting construction is strengthened, the safety and stability of shore protection is effectively increased Property.
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 (5)

1. a kind of assembled peg board combination shore protection, which is characterized in that it includes:
More PC wall body stakes (2), the more PC wall body stakes (2) are alternatively arranged along bank slope;Adjacent two PC wall body stakes (2) In open up fluted (21) on opposite side;
Multiple groups prefabricated board (3), the both ends of prefabricated board described in every group (3) are plugged in the recessed of adjacent two PC wall body stakes (2) In slot (21);
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 PC wall body stake (2) and the prefabricated board (3).
2. assembled peg board combination shore protection according to claim 1, it is characterised in that: the prefabricated board (3) is spelled by muti-piece Fishplate bar (32) is assembled, and the upper side of every piece of splice plate (32) forms splicing slot (31) and downside forms splicing protrusion (33)。
3. assembled peg board combination shore protection according to claim 1, it is characterised in that: the groove (21) includes the first slot Body (211) and it is located on the inside of first groove body (211) and coupled logical the second groove body (212), first slot The width of body (211) is less than the width of second groove body (212).
4. assembled peg board combination shore protection according to claim 1, it is characterised in that: the center of the PC wall body stake (2) Place is also provided with through-hole concentric with it (22).
5. assembled peg board combination shore protection according to claim 1, it is characterised in that: the width of the crown beam (5) is greater than The width of the PC wall body stake (2), the width of the PC wall body stake (2) are greater than the width of the prefabricated board (3).
CN201821476505.5U 2018-09-10 2018-09-10 A kind of assembled peg board combination shore protection Expired - Fee Related CN209011082U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821476505.5U CN209011082U (en) 2018-09-10 2018-09-10 A kind of assembled peg board combination shore protection

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821476505.5U CN209011082U (en) 2018-09-10 2018-09-10 A kind of assembled peg board combination shore protection

Publications (1)

Publication Number Publication Date
CN209011082U true CN209011082U (en) 2019-06-21

Family

ID=66832631

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821476505.5U Expired - Fee Related CN209011082U (en) 2018-09-10 2018-09-10 A kind of assembled peg board combination shore protection

Country Status (1)

Country Link
CN (1) CN209011082U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109056650A (en) * 2018-09-10 2018-12-21 无锡市水利设计研究院有限公司 A kind of assembled sheet pile combination shore protection and its construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109056650A (en) * 2018-09-10 2018-12-21 无锡市水利设计研究院有限公司 A kind of assembled sheet pile combination shore protection and its construction method

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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