CN104695380A - Revetment structure composed of plastic steel plate piles and concrete - Google Patents
Revetment structure composed of plastic steel plate piles and concrete Download PDFInfo
- Publication number
- CN104695380A CN104695380A CN201510048371.1A CN201510048371A CN104695380A CN 104695380 A CN104695380 A CN 104695380A CN 201510048371 A CN201510048371 A CN 201510048371A CN 104695380 A CN104695380 A CN 104695380A
- Authority
- CN
- China
- Prior art keywords
- sheet pile
- concrete
- plastic
- steel sheet
- protection structure
- 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.)
- Granted
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 53
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 33
- 239000010959 steel Substances 0.000 title claims abstract description 33
- 238000010276 construction Methods 0.000 abstract description 5
- 230000010485 coping Effects 0.000 abstract description 4
- 239000011178 precast concrete Substances 0.000 description 10
- 238000010586 diagram Methods 0.000 description 6
- 239000002689 soil Substances 0.000 description 3
- 238000011144 upstream manufacturing Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 2
- 238000004162 soil erosion Methods 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
-
- 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
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/126—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of bituminous material or synthetic resins
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention relates to a revetment structure composed of plastic steel plate piles and concrete. The revetment structure comprises plastic steel plate piles and a concrete coping, wherein the plastic steel plate piles are connected through a connector having two mutually matched ends; the concrete coping is preformed and can be stably buckled with the upper ends of the plate piles. The revetment structure can be used for revetments of rivers or lakes, is safe and stable, high in construction speed, low in construction cost, environment-friendly and pollution-free, less in influence on the surrounding environment, and long in durability, can be further used for resisting the seepage of embankments and dike bodies of rivers and protecting dams.
Description
Technical field
The invention belongs to water conservancy construction engineering field, the shore protection being specifically related to a kind of plastic-steel sheet pile and Combined concrete is tied
Structure.
Background technology
Current river, river shore protection generally adopt timber, cemented rock or concrete casting, adopt dig on a wide area during construction,
Periphery operation working face is large, and also large on surrounding enviroment impact, climate affects, long construction period.Need a large amount of timber, sandstone, cement, steel, consume a large amount of coal, contaminated environment, a large amount of forest reserves of loss.Useful life is short, and later period maintenance expense is large.Particularly also there is a large amount of earth embankment in rural area, easily cause a large amount of soil erosion.
Summary of the invention
The present invention relates to the bank protection structure of a kind of plastic-steel sheet pile and Combined concrete, comprise plastic-steel sheet pile and concrete bears down on one, the connector that plastic-steel sheet pile is mated mutually by two ends connects, and concrete bears down on one as pre-formed, can fasten with sheet pile upper end is stable.
Concrete bears down on one width 50-170mm more than sheet pile height, concrete length of bearing down on one is at least identical with single sheet pile width, can be prefabricated into the width of two sheet piles or two or more sheet pile according to the difformity of sheet pile, multiple concrete bears down on one and multiple sheet pile connected is combined into this bank protection structure.
Concrete bears down on one thick 40-100mm, fluted towards sheet pile side, shape and sheet pile upper end form fit, groove width than sheet pile thickness many 2-6 mm, in the connector position recess width of two sheet piles than sheet pile thickness many 4-8 mm, groove depth 2-5mm.Concrete length of bearing down on one is the width of one block of plastic-steel sheet pile, and plastic-steel board pile joint is positioned at precast concrete and bears down on one centre.Have interior large outer little groove in the middle of concrete capping both ends edge respectively, two are beared down on one by being interconnected with the contiguous block of matching grooves, and contiguous block is paid the utmost attention to and is prefabricated into two ends is symmetrical dovetail.
Concrete bears down on one, and can be prefabricated into top be a transverse slat, and bottom is two risers perpendicular to transverse slat, and top transverse slat is thick
40-80mm, riser is thick is 30-50 mm.Preferred a kind of scheme is beared down on one by concrete to be prefabricated into approximate " ∏ " shape, gap ratio plastic-steel sheet pile height many 2-6 mm inside two risers, riser is long is 150-250 mm, the above 50mm place of riser lower edge, avoids connector position, reserved diameter 12 mm fixing hole, at sheet pile correspondence position also respective perforations, pass with stainless steel screw rod, fix with screw, nut, intermediate sleeve galvanized pipe; Another preferred version is that prefabricated concrete bears down on one in the middle of bottom two riser and forms the consistent groove of sheet pile upper end shape along sheet pile closure, and such as select the stake of M template, then the shape of groove is M type; The width 2-6mm more than sheet pile thickness of groove, at the connector position well width of two sheet piles than sheet pile thickness many 4-8 mm, riser is long is 50-80 mm.M10 pointing with cement mortar in junction between concrete bears down on one.
The model of sheet pile can select M type or other suitable models, then the concrete preformed shape that concrete bears down on one also mates with sheet pile accordingly, and sheet pile is connected with T junction by the groove at two ends.
The concrete strength that precast concrete bears down on one is more than C60.
A kind of plastic-steel sheet pile that the present invention relates to and the bank protection structure of Combined concrete have following outstanding advantages:
1, can be used for river or lake shore protection; This combining structure is safe, stable, and speed of application is fast, and cost is low, environment friendly and pollution-free, little to surrounding environment influence, and durability is long, without the need to later maintenance;
2, soil erosion in river, river levee bank can be prevented from source, reduce bed-silt; And can be used for impervious stream, seepage flow ratio can be increased, prevent embankment generation seepage flow from causing piping, protection dykes and dams, solve levee body antiseepage problem, meet the requirement of analysis of seepage flow stability;
3, river, river ecological disruption can be reduced, meet surrounding enviroment and view requirement, have firm durable, antiscour, the advantage that abrasion resistance is strong;
4, anti-wave impact is made good use of.
Accompanying drawing explanation
Fig. 1 is that in the embodiment of the present invention 1, part concrete bears down on one connection phantom drawing.
Fig. 2 is that the concrete that in the embodiment of the present invention 1, part connects bears down on one sectional drawing.
Fig. 3 is that in the embodiment of the present invention 1, part concrete bears down on one and sheet pile assembled perspective view.
Fig. 4 is contiguous block stereogram prefabricated in the embodiment of the present invention 1.
Fig. 5 is that the concrete in the embodiment of the present invention 1 bears down on one and the combination schematic diagram of sheet pile.
Fig. 6 is the phantom drawing that in the embodiment of the present invention 2, part concrete bears down on one and sheet pile combines.
Fig. 7 is that in the embodiment of the present invention 2, part concrete bears down on one and the combination schematic diagram of sheet pile.
Fig. 8 is the phantom drawing that in the embodiment of the present invention 3, part concrete bears down on one and sheet pile combines.
Fig. 9 is that in the embodiment of the present invention 3, part concrete bears down on one and the combination schematic diagram of sheet pile.
Figure 10 is that reality of the present invention uses with reference to figure 1.
Figure 11 is that reality of the present invention uses with reference to figure 2.
Specific embodiment
Sheet pile model selects M shape steel sheet pile, and connector is connected with T junction by the groove at two ends, sheet pile height 180mm, sheet pile thickness 6mm.
embodiment 1:
In constitutional diagram, side given prominence to by plastic-steel sheet pile is upstream face, and rear side is earth backing.First by plastic-steel sheet pile press-in soil, precast concrete plank is pressed again in top, fluted towards sheet pile side, precast concrete bears down on one and is specifically of a size of: width is 300 mm, and the thickness of slab that bears down on one is 60 mm, and groove is wide is 10mm, wide 12 mm of groove of connector position, groove depth is 3 mm; Interior large outer little groove is had respectively in the middle of concrete capping both ends edge, two are beared down on one by being interconnected with the contiguous block of matching grooves, contiguous block is prefabricated into the dovetail of two ends symmetry, be of a size of: A is 75 mm, a is 50 mm, B be 56 mm, b is 36 mm, height is identical with the thickness of slab that bears down on one, and precast concrete length of bearing down on one is 760 mm.
embodiment 2:
In constitutional diagram, side given prominence to by plastic-steel sheet pile is upstream face, and rear side is earth backing.First by plastic-steel sheet pile press-in soil, top is pressed again
" ∏ " shape precast concrete bears down on one, specifically be of a size of: the top transverse slat that bears down on one is thick is 60 mm, riser is thick is 40 mm, and inside two risers, spacing is 184 mm, and riser length is 200 mm, the above 50mm place of riser lower edge, avoid connector position, reserved diameter 12 mm hole, wears diameter 10 mm stainless steel screw rod after installation, fix with screw, nut, two plate intermediate sleeve galvanized pipes.Precast concrete length of bearing down on one is 1520 mm.Inside concrete bears down on one transverse slat, two ends are symmetrical respectively installs diameter 10 mm suspension hook, for lifting by crane precast concrete coping.
embodiment 3:
Side given prominence to by constitutional diagram plastic-steel sheet pile is upstream face, and rear side is earth backing.First by plastic-steel sheet pile press-in soil, top presses concrete to bear down on one again, two risers that bear down on one are middle forms the groove consistent with sheet pile upper end M shape along sheet pile closure, specifically be of a size of: bear down on one the thick 60mm of top transverse slat, the thick 40mm of riser, groove width 10 mm, groove width 12 mm of connector position, long 60 mm of riser; Precast concrete length of bearing down on one is 1520 mm.Inside concrete bears down on one transverse slat, two ends are symmetrical respectively installs diameter 10 mm suspension hook, for lifting by crane precast concrete coping.
Claims (9)
1. a bank protection structure for plastic-steel sheet pile and Combined concrete, is characterized in that: comprise plastic-steel sheet pile and concrete bears down on one, and the connector that plastic-steel sheet pile is mated mutually by two ends connects, and concrete bears down on one as pre-formed, can fasten with sheet pile upper end is stable.
2. the bank protection structure of a kind of plastic-steel sheet pile according to claim 1 and Combined concrete, is characterized in that: concrete bears down on one width 50-170mm more than sheet pile height, and concrete length of bearing down on one is at least identical with single sheet pile width.
3. the bank protection structure of a kind of plastic-steel sheet pile according to claim 2 and Combined concrete, it is characterized in that: concrete bears down on one thick 40-100mm, fluted towards sheet pile side, shape and sheet pile upper end form fit, groove width is than sheet pile thickness many 2-6 mm, in the connector position recess width of two sheet piles than sheet pile thickness many 4-8 mm, groove depth 2-5mm.
4. the bank protection structure of a kind of plastic-steel sheet pile according to claim 3 and Combined concrete, is characterized in that: have interior large outer little groove in the middle of concrete capping both ends edge respectively, two are beared down on one by being interconnected with the contiguous block of matching grooves.
5. the bank protection structure of a kind of plastic-steel sheet pile according to claim 4 and Combined concrete, is characterized in that: contiguous block is the dovetail of two ends symmetrical shape.
6. the bank protection structure of a kind of plastic-steel sheet pile according to claim 2 and Combined concrete, it is characterized in that: concrete bears down on one, and to be prefabricated into top be a transverse slat, bottom is two risers perpendicular to transverse slat, the thick 40-80mm of top transverse slat, and riser is thick is 30-50 mm.
7. the bank protection structure of a kind of plastic-steel sheet pile according to claim 6 and Combined concrete, is characterized in that: concrete bears down on one and is prefabricated into approximate " ∏ " shape, gap ratio plastic-steel sheet pile height many 2-6 mm inside two risers, and riser is long is 150-250 mm.
8. the bank protection structure of a kind of plastic-steel sheet pile according to claim 6 and Combined concrete, it is characterized in that: in the middle of the riser of bottom two, form the consistent groove of sheet pile upper end shape along sheet pile closure, the width 2-6mm more than sheet pile thickness of groove, at the connector position well width of two sheet piles than sheet pile thickness many 4-8 mm, riser is long is 50-80 mm.
9. the bank protection structure of a kind of plastic-steel sheet pile according to claim 7 and Combined concrete, is characterized in that: the above 50mm place of riser lower edge, avoids connector position, reserved diameter 12 mm fixing hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510048371.1A CN104695380B (en) | 2015-01-30 | 2015-01-30 | The shore protection structure of a kind of plastic-steel sheet pile and concrete combination |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510048371.1A CN104695380B (en) | 2015-01-30 | 2015-01-30 | The shore protection structure of a kind of plastic-steel sheet pile and concrete combination |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104695380A true CN104695380A (en) | 2015-06-10 |
| CN104695380B CN104695380B (en) | 2016-06-01 |
Family
ID=53342896
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510048371.1A Active CN104695380B (en) | 2015-01-30 | 2015-01-30 | The shore protection structure of a kind of plastic-steel sheet pile and concrete combination |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104695380B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104912031A (en) * | 2015-06-19 | 2015-09-16 | 中国电建集团成都勘测设计研究院有限公司 | Protection system for side slope in water conservancy and hydropower project and construction method of protection system |
| CN105256764A (en) * | 2015-11-03 | 2016-01-20 | 交通运输部天津水运工程科学研究所 | Wave type ecological river bank structure |
| CN105604251A (en) * | 2016-03-01 | 2016-05-25 | 赤峰市建筑科学研究院有限公司 | Assembling type parapet wall and construction method thereof |
| CN105967593A (en) * | 2016-03-02 | 2016-09-28 | 黄贺明 | Inorganic high performance thin wall Greek letter pi-shaped structure sheet pile for supporting and protecting shore |
| CN112411471A (en) * | 2020-11-28 | 2021-02-26 | 南京佳乐船舶设备有限公司 | Self-telescopic steel sheet pile revetment |
| CN113204551A (en) * | 2021-04-30 | 2021-08-03 | 上海川河水利规划设计有限公司 | River bank protection design method, system, intelligent terminal and storage medium |
| CN113550266A (en) * | 2021-08-24 | 2021-10-26 | 中印恒盛(北京)贸易有限公司 | Novel river course bank protection steel wall |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1068110A (en) * | 1996-08-27 | 1998-03-10 | Kenchi:Kk | Coping concrete block |
| JPH11181734A (en) * | 1997-12-24 | 1999-07-06 | Tokiwa Concrete Kogyosho:Kk | Precast coping concrete for sheet pile revetment |
| JP2010031559A (en) * | 2008-07-29 | 2010-02-12 | Advance:Kk | Construction method for coping concrete block |
| CN204112309U (en) * | 2014-08-05 | 2015-01-21 | 海盐汇祥新型建材科技有限公司 | A kind of plastics-steel combination sheet pile |
| CN204455987U (en) * | 2015-01-30 | 2015-07-08 | 海盐汇祥新型建材科技有限公司 | The bank protection structure of a kind of plastic-steel sheet pile and Combined concrete |
-
2015
- 2015-01-30 CN CN201510048371.1A patent/CN104695380B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1068110A (en) * | 1996-08-27 | 1998-03-10 | Kenchi:Kk | Coping concrete block |
| JPH11181734A (en) * | 1997-12-24 | 1999-07-06 | Tokiwa Concrete Kogyosho:Kk | Precast coping concrete for sheet pile revetment |
| JP2010031559A (en) * | 2008-07-29 | 2010-02-12 | Advance:Kk | Construction method for coping concrete block |
| CN204112309U (en) * | 2014-08-05 | 2015-01-21 | 海盐汇祥新型建材科技有限公司 | A kind of plastics-steel combination sheet pile |
| CN204455987U (en) * | 2015-01-30 | 2015-07-08 | 海盐汇祥新型建材科技有限公司 | The bank protection structure of a kind of plastic-steel sheet pile and Combined concrete |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104912031A (en) * | 2015-06-19 | 2015-09-16 | 中国电建集团成都勘测设计研究院有限公司 | Protection system for side slope in water conservancy and hydropower project and construction method of protection system |
| CN105256764A (en) * | 2015-11-03 | 2016-01-20 | 交通运输部天津水运工程科学研究所 | Wave type ecological river bank structure |
| CN105604251A (en) * | 2016-03-01 | 2016-05-25 | 赤峰市建筑科学研究院有限公司 | Assembling type parapet wall and construction method thereof |
| CN105967593A (en) * | 2016-03-02 | 2016-09-28 | 黄贺明 | Inorganic high performance thin wall Greek letter pi-shaped structure sheet pile for supporting and protecting shore |
| CN112411471A (en) * | 2020-11-28 | 2021-02-26 | 南京佳乐船舶设备有限公司 | Self-telescopic steel sheet pile revetment |
| CN112411471B (en) * | 2020-11-28 | 2022-02-01 | 南京佳乐船舶设备有限公司 | Self-telescopic steel sheet pile revetment |
| CN113204551A (en) * | 2021-04-30 | 2021-08-03 | 上海川河水利规划设计有限公司 | River bank protection design method, system, intelligent terminal and storage medium |
| CN113204551B (en) * | 2021-04-30 | 2024-02-06 | 上海川河水利规划设计有限公司 | River levee revetment design method, system, intelligent terminal and storage medium |
| CN113550266A (en) * | 2021-08-24 | 2021-10-26 | 中印恒盛(北京)贸易有限公司 | Novel river course bank protection steel wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104695380B (en) | 2016-06-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104695380A (en) | Revetment structure composed of plastic steel plate piles and concrete | |
| CN103015367B (en) | High-efficiency economical construction method for revetment | |
| CN203795372U (en) | Box body and inserted plate combined type ecological bank protection structure | |
| CN205205856U (en) | Hydraulic engineering retaining wall | |
| CN201933485U (en) | Z-shaped cold blending plate pile | |
| CN203977437U (en) | The anti-cofferdam structure of breaking through water under a kind of built hydropower complex dam | |
| CN204455987U (en) | The bank protection structure of a kind of plastic-steel sheet pile and Combined concrete | |
| CN203530926U (en) | Slope protection structure for water conservancy project | |
| CN108239963A (en) | A kind of high-rise pile cap formula ecological revetment structure and its construction method | |
| CN103205951A (en) | Sludge-type soil combined secondary dike-back pressure diking method | |
| CN204266164U (en) | Concrete veneer and grill-shaped cement soil wall combined type bank protection structure | |
| CN201713761U (en) | Hollow and closed type steel caisson cofferdam | |
| CN211142966U (en) | Expansion joint structure for taking and draining quay wall | |
| CN201386275Y (en) | U-shaped steel sheet pile with vortex combination structure | |
| CN209144736U (en) | A kind of vertical breakwater that steel pipe sheet pile combines | |
| CN204185819U (en) | Honeycomb dykes and dams shore protection component | |
| CN203808019U (en) | Layout structure of high-water head multi-functional dam on deep soft foundation | |
| CN104164871B (en) | The constructional method of the two recessed occlusion water-seal pile of supporting | |
| CN104047273A (en) | Energy dissipation anti-flushing wall for hydropower station and construction method thereof | |
| CN206256459U (en) | Caisset stitches plugging structure | |
| CN202466518U (en) | Back pressure structure of soft soil foundation dam | |
| CN206512722U (en) | A kind of enhanced Larsen steel plate pile supporting system | |
| CN103953009B (en) | The arrangement on the multi-functional dam of deep soft foundation high water head | |
| CN103741701B (en) | A kind of cofferdam method utilizing water resource to pass through template assembling header tank | |
| CN204510240U (en) | A kind of flexible high and uniform impervious wall of transmission coefficient |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhang Shizhou Inventor after: Jiang Zuliang Inventor after: Huang Xuejun Inventor after: Dai Chunyan Inventor after: Fu Fangwei Inventor after: Xu Ji Inventor before: Zhang Shizhou Inventor before: Xu Ji Inventor before: Gao Fanghua Inventor before: Dai Liping Inventor before: Xu Danfeng Inventor before: Zhang Jiangfeng |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: ZHANG SHIZHOU XU JI GAO FANGHUA DAI LIPING XU DANFENG ZHANG JIANGFENG TO: ZHANG SHIZHOU JIANG ZULIANG HUANG XUEJUN DAI CHUNYAN FU FANGWEI XU JI |
|
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20171012 Address after: 314300, Jinxing section 813, Saline Lake Road, Wuyuan street, Haiyan County, Zhejiang, Jiaxing Patentee after: Sea salt Hui Xiang building material Science and Technology Ltd. Address before: 314300, Jinxing section 813, Saline Lake Road, Haiyan original street, Zhejiang, Jiaxing Co-patentee before: Zhejiang Qinshan builds limited company Patentee before: Sea salt Hui Xiang building material Science and Technology Ltd. |
|
| TR01 | Transfer of patent right |