CN109056650A - A kind of assembled sheet pile combination shore protection and its construction method - Google Patents
A kind of assembled sheet pile combination shore protection and its construction method Download PDFInfo
- Publication number
- CN109056650A CN109056650A CN201811048043.1A CN201811048043A CN109056650A CN 109056650 A CN109056650 A CN 109056650A CN 201811048043 A CN201811048043 A CN 201811048043A CN 109056650 A CN109056650 A CN 109056650A
- Authority
- CN
- China
- Prior art keywords
- wall body
- prefabricated board
- groove
- shore protection
- stake
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 24
- 239000000463 material Substances 0.000 claims abstract description 16
- 238000013461 design Methods 0.000 claims description 6
- 238000007789 sealing Methods 0.000 claims description 4
- 238000002347 injection Methods 0.000 claims 1
- 239000007924 injection Substances 0.000 claims 1
- 238000009412 basement excavation Methods 0.000 abstract description 5
- 239000004417 polycarbonate Substances 0.000 description 38
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000007787 solid Substances 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920000515 polycarbonate Polymers 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/10—Prefabricated parts, e.g. composite sheet piles made of concrete or reinforced concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/10—Prefabricated parts, e.g. composite sheet piles made of concrete or reinforced concrete
- E02D5/12—Locking forms; Edge joints; Pile crossings; Branch pieces
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Revetment (AREA)
Abstract
The present invention relates to a kind of assembled sheet pile combination shore protection and its construction method, shore protection includes more PC wall body stakes, and 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 prefabricated board is assembled by muti-piece splice plate, and the upper side of every piece of splice plate forms splicing slot and downside forms splicing protrusion.Assembled sheet pile combination bank protection construction of the invention is simple and fast, reduces investment outlay, and channel revetment belongs to environmentally friendly, effectively prevent shore protection to occur leaking native phenomenon, meets the needs of non-excavation type bank protection construction.
Description
Technical field
The present invention relates to a kind of assembled sheet pile combination shore protection and its construction methods.
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.
Summary of the invention
The object of the present invention is to provide a kind of simple assembled sheet pile combination shore protection easy for construction and its construction methods.
In order to solve the above technical problems, the present invention adopts the following technical scheme:
The first purpose of this invention is to provide 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；
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
Face forms 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, figure left and right directions of the invention, width is the distance of the up and down direction of figure, is highly
The distance of the up and down direction of figure.
Second object of the present invention is to provide a kind of construction method of assembled sheet pile combination shore protection, the shore protection
For shore protection as described above,
The construction method has following steps:
A, prefabricated or purchase the PC wall body stake, the splice plate, the crown beam according to the bank slope design parameter；
B, the splice plate is spliced into the prefabricated board；
C, it is positioned along the bank slope, using three axes agitating pile grooving；
D, it is positioned by guide groove, is sequentially inserted into the PC wall body stake；
E, it is directed at the position of the groove, is inserted into the prefabricated board；
F, the injecting paste material is injected in the groove, so that the PC wall body stake and prefabricated board sealing are complete；
G, above-mentioned B-F step is repeated, the PC wall body stake is constantly linked together with the prefabricated board；
H, the crown beam is placed above the prefabricated board and the PC wall body stake, to form the assembled sheet pile knot
Close shore protection.
Due to the implementation of above technical scheme, the present invention has the advantage that compared with prior art
Assembled sheet pile combination bank protection construction of the invention is simple and fast, reduces investment outlay, and channel revetment belongs to environmental-friendly
Type effectively prevent shore protection to occur leaking native phenomenon, meets the needs of non-excavation type bank protection construction.
Detailed description of the invention
Attached drawing 1 is bottom view of the invention；
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
The present invention is described in further details below in conjunction with specific embodiment.It should be understood that these embodiments are for saying
The bright basic principles, principal features and advantages of the present invention, and the present invention is not limited by the following examples.It is used in the examples
Implementation condition can do further adjustment according to specific requirement, and the implementation condition being not specified is usually the condition in routine experiment.
A kind of assembled sheet pile combination shore protection of the invention of the invention, 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 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 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
It is not solid construction among 2, but can equally plays the role of solid construction, simultaneous with the design of through-hole 22, makes
Obtaining 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.
A kind of construction method of assembled sheet pile combination shore protection of the invention, shore protection are shore protection as above, construction method tool
It has the following steps:
A, prefabricated or purchase PC wall body stake 2, splice plate 32, crown beam 5 according to bank slope design parameter；
B, splice plate 32 is spliced into prefabricated board 3；
C, it is positioned along bank slope, using three axes agitating pile grooving；
D, it is positioned by guide groove, is sequentially inserted into PC wall body stake 2；
E, it is directed at the position of the groove 21 of PC wall body stake 2, is inserted into prefabricated board 3；
F, injecting paste material 4 is injected in groove 21, so that PC wall body stake 2 and prefabricated board 3 seal completely；
G, above-mentioned B-F step is repeated, PC wall body stake 2 is constantly linked together with prefabricated board 3；
H, crown beam 5 is placed above prefabricated board 3 and PC wall body stake 2, to form assembled sheet pile combination shore protection.
The present invention is assembled using assembled, and easy for construction, prefabricated board 3 and PC wall body stake 2 play the role of water blocking earth-retaining,
Injecting paste material 4 plays the role of sealing, while can according to need the depth and width of adjustment prefabricated board 3, while can fit
When increasing the spacing between PC wall body stake 2, the globality of supporting construction is strengthened, the security and stability of shore protection is effectively increased.
The above embodiments merely illustrate the technical concept and features of the present invention, and its object is to allow person skilled in the art
Scholar cans understand the content of the present invention and implement it accordingly, and it is not intended to limit the scope of the present invention, it is all according to the present invention
Equivalent change or modification made by Spirit Essence, should be covered by the protection scope of the present invention.
Claims (5)
1. a kind of assembled sheet pile 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)；
The prefabricated board (3) is assembled by muti-piece splice plate (32), and the upper side of every piece of splice plate (32) forms splicing
Slot (31) and downside, which are formed, splices raised (33).
2. assembled sheet pile 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).
3. assembled sheet pile 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).
4. assembled sheet pile 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).
5. a kind of construction method of assembled sheet pile combination shore protection, the shore protection is of any of claims 1-4
Shore protection, it is characterised in that:
The construction method has following steps:
A, prefabricated or purchase the PC wall body stake (2), the splice plate (32), the crown beam according to the bank slope design parameter
(5)；
B, the splice plate (32) is spliced into the prefabricated board (3)；
C, it is positioned along the bank slope, using three axes agitating pile grooving；
D, it is positioned by guide groove, is sequentially inserted into the PC wall body stake (2)；
E, it is directed at the position of the groove (21), is inserted into the prefabricated board (3)；
F, the injection injecting paste material (4) in the groove (21), so that the PC wall body stake (2) and the prefabricated board (3)
Sealing is complete；
G, above-mentioned B-F step is repeated, the PC wall body stake (2) is constantly linked together with the prefabricated board (3)；
H, the crown beam (5) is placed above the prefabricated board (3) and the PC wall body stake (2), to form the assembled
Sheet pile combination shore protection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811048043.1A CN109056650A (en) | 2018-09-10 | 2018-09-10 | A kind of assembled sheet pile combination shore protection and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811048043.1A CN109056650A (en) | 2018-09-10 | 2018-09-10 | A kind of assembled sheet pile combination shore protection and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109056650A true CN109056650A (en) | 2018-12-21 |
Family
ID=64760056
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811048043.1A Pending CN109056650A (en) | 2018-09-10 | 2018-09-10 | A kind of assembled sheet pile combination shore protection and its construction method |
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| CN (1) | CN109056650A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110241834A (en) * | 2019-06-20 | 2019-09-17 | 中交二公局第二工程有限公司 | The construction method in deep basal pit cofferdam under a kind of marine naked rock turbulent flow Condition of Supercritical Flow |
| CN111794207A (en) * | 2020-07-10 | 2020-10-20 | 中国路桥工程有限责任公司 | Assembled pile-plate wall and construction method thereof |
| CN112343066A (en) * | 2020-09-30 | 2021-02-09 | 中冶成都勘察研究总院有限公司 | Mounting method of assembled reinforced rib plate for red mud rock |
| CN112359780A (en) * | 2020-11-16 | 2021-02-12 | 江苏科技大学 | Assembled tire sheet pile wall and construction method thereof |
| CN112942313A (en) * | 2021-01-26 | 2021-06-11 | 上海兴庚基础工程有限公司 | Cement-mixed soil-implanted prefabricated reinforced concrete pile enclosure wall and construction method thereof |
| CN114075830A (en) * | 2020-08-17 | 2022-02-22 | 南京瑞平环境科技有限公司 | Precast concrete's hasp spare and strut subassembly |
| CN114960684A (en) * | 2022-07-06 | 2022-08-30 | 武汉地质勘察基础工程有限公司 | Assembly type deep foundation pit support low-carbon pile plate structure and construction method thereof |
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| CN105256811A (en) * | 2015-09-30 | 2016-01-20 | 常州大学怀德学院 | Sheet pile supporting structure with water stopping function and construction method |
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| CN209011082U (en) * | 2018-09-10 | 2019-06-21 | 无锡市水利设计研究院有限公司 | A kind of assembled peg board combination shore protection |
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| JP2004204581A (en) * | 2002-12-26 | 2004-07-22 | World Engineering Kk | Water sealing method for controlled revetment |
| CN204356768U (en) * | 2014-11-24 | 2015-05-27 | 浙江省建设投资集团有限公司 | A kind of special-shaped precast concrete pile |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110241834A (en) * | 2019-06-20 | 2019-09-17 | 中交二公局第二工程有限公司 | The construction method in deep basal pit cofferdam under a kind of marine naked rock turbulent flow Condition of Supercritical Flow |
| CN111794207A (en) * | 2020-07-10 | 2020-10-20 | 中国路桥工程有限责任公司 | Assembled pile-plate wall and construction method thereof |
| CN114075830A (en) * | 2020-08-17 | 2022-02-22 | 南京瑞平环境科技有限公司 | Precast concrete's hasp spare and strut subassembly |
| CN112343066A (en) * | 2020-09-30 | 2021-02-09 | 中冶成都勘察研究总院有限公司 | Mounting method of assembled reinforced rib plate for red mud rock |
| CN112359780A (en) * | 2020-11-16 | 2021-02-12 | 江苏科技大学 | Assembled tire sheet pile wall and construction method thereof |
| CN112942313A (en) * | 2021-01-26 | 2021-06-11 | 上海兴庚基础工程有限公司 | Cement-mixed soil-implanted prefabricated reinforced concrete pile enclosure wall and construction method thereof |
| CN114960684A (en) * | 2022-07-06 | 2022-08-30 | 武汉地质勘察基础工程有限公司 | Assembly type deep foundation pit support low-carbon pile plate structure and construction method thereof |
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| PB01 | Publication | ||
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Application publication date: 20181221 |