CN203821306U - Flexible anti-scour protection pad - Google Patents
Flexible anti-scour protection pad Download PDFInfo
- Publication number
- CN203821306U CN203821306U CN201320809921.3U CN201320809921U CN203821306U CN 203821306 U CN203821306 U CN 203821306U CN 201320809921 U CN201320809921 U CN 201320809921U CN 203821306 U CN203821306 U CN 203821306U
- Authority
- CN
- China
- Prior art keywords
- protection pad
- rope
- erosion control
- control protection
- monomer
- 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
Links
- 230000004224 protection Effects 0.000 title claims abstract description 47
- 239000000178 monomer Substances 0.000 claims abstract description 43
- 230000003628 erosive effect Effects 0.000 claims description 20
- 239000000463 material Substances 0.000 claims description 5
- 230000007797 corrosion Effects 0.000 claims description 3
- 238000005260 corrosion Methods 0.000 claims description 3
- 229920000728 polyester Polymers 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 9
- 238000009417 prefabrication Methods 0.000 abstract 2
- 238000004873 anchoring Methods 0.000 abstract 1
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 239000011449 brick Substances 0.000 description 7
- 239000012634 fragment Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000002955 isolation Methods 0.000 description 2
- 235000013311 vegetables Nutrition 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 235000003140 Panax quinquefolius Nutrition 0.000 description 1
- 240000005373 Panax quinquefolius Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000003044 adaptive effect Effects 0.000 description 1
- 239000002775 capsule Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 230000010355 oscillation Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
The utility model relates to a flexible anti-scour protection pad and a construction method thereof. The protection pad is formed by fixedly splicing the same protection block monomers through ropes and positioners; each protection block monomer consists of upper and lower surfaces with chamfers, four side walls, four stepped side concave corners, and rope holes penetrating the leftward-rightward and frontward-backward directions; the upper and lower surfaces are centrally symmetric, and the center points are on the same vertical line; the circumscribed circles of the upper surfaces are smaller than the circumscribed circles of the lower surfaces; included angles are formed between the side walls and the vertical direction; the stepped side concave corners are connected with the upper and lower chamfers, and steps are formed in the middle; after series connection, a through hole with a step is enclosed by adjacent stepped side concave corners of each protection block monomer, and a V-shaped gap is formed by adjacent side walls of each protection block monomer. The construction method comprises prefabrication and splicing of protection block monomers, site leveling and pavement of geofabrics, as well as paving and anchoring of the protection pad. The flexible anti-scour protection pad has the advantages of simple monomer structure, easiness in prefabrication, convenience in splicing, wide application range, high integrity of the protection pad, high degree of freedom in each direction and high construction speed, and is suitable for the situations of large slope changes.
Description
Technical field
The utility model belongs to water conservancy technical field of civil engineering, is specifically related to a kind of flexible erosion control protection pad for protections such as riverbank, the bed end, pipelines.
Background technology
In water conservancy civil engineering construction, conventionally adopt the form of shore protection or river bottom protection to protect Channel slope, open channel side slope and base slope, pier footing, water-bed pipeline etc., to prevent erosion and current scour.
Conventional shore protection or river bottom protection mainly adopts precast concrete at present, to meet the requirement of subaqueous construction, rapid construction.But the erosion control engineering retrieving at present still has many deficiencies.
On February 4th, 2003, U.S. Kennedy L McAleese top grade people discloses a kind of Revetment block (application number: 03805623.2) that is used to form the revetment of connection, this Revetment block has first and second sections and the first and second sidewalls, this sidewall has the first lower vertical surface, the first and second upper vertical surface and the transitional surface between the vertical surface of upper and lower, this sidewall has been determined interlock, this interlock is protruding from sidewall, and perpendicular to upper vertical surface or angled with this upper vertical surface.This utility model has and prevents vertical upper top waterpower and prevent longitudinally the interlocking character with horizontal direction motion.
On October 31st, 2005, Cheng Weiguo discloses a kind of construction method (application number: 200510117472.6) of putting the mask system of washing away, this system fragment of brick used and this system, the some identical fragment of brick that this mask system is connected by rope forms, individual fragment of brick is provided with two rope holes parallel with side, and be equipped with boss and groove on fragment of brick with on the perpendicular dual-side in this amount rope hole, mutual dislocation interlock between adjacent two fragments of brick, makes this mask system more firm.
On July 24th, 2012, the Chen Da of Hohai University etc. has proposed the steel concrete mattress sinking structure (application number: 201220359917.7) of a kind of pre-buried grass-seed, this mattress sinking structure comprises the straight masonry of concrete slab, quadrature and the capsule particle of pre-buried grass-seed, by plantation vegetation, resist extraneous flow dynamic factor and make River Embankment exempt from the problem of erosion damage, improved short silt ability.
Mutual occlusion structure between the block that above patent adopts or integral prefabricated structure, all limited greatly the ability of fender system adaptive deformation, be only applicable to more smooth domaticly, and easily cause the mutual extrusion and collision between block in construction, thereby increase wearing and tearing.The patent of the U.S. (application number: US6579038B1) also have similar shortcoming.
On July 8th, 2011, the people such as Zhu Yijun propose a kind of flexible anti-erosion surface protection system and construction method (application number: 201110192527.5) thereof, the block layer that this mask system is arranged in parallel by some layers forms, upper and lower block layer interconnects by the rope wearing wherein, sets up flexible dumpling isolation and bring the lateral oscillation between constraint fragment of brick between adjacent two layers fragment of brick.The compatibility that this utility model and riverbed foundation deformation are coordinated is higher, is applicable to the domatic of complicated earth surface.But this mask system is very high to the material requirements of flexible dumpling isolation strip, and cost is larger, the horizontal degree of freedom of whole mask system also will be restricted, and not too adapt to the situation that lateral deformation is larger.
On February 17th, 1998, the Thomas M. Angel of the U.S. etc. discloses a kind of mask system for the protection of water-bed pipeline etc., and this mask is mainly comprised of some reverse docking bucking ladders that connect by rope.This utility model realizes and to flexibly connect by itself protecting the corner cut of piece monomer, and horizontal and vertical all have a larger degree of freedom.But this utility model does not relate to any grappling measure, once larger impulsive force causes throwing of structure, can cause the destruction of total.Therefore it is necessary, proposing a kind of protection pad that effectively prevents that complex-terrain from washing away and durability is high.
Utility model content
The defect that the utility model exists for prior art, provides a kind of flexible protection pad.
The technical solution of the utility model: a kind of flexible erosion control protection pad, it is characterized in that, by some identical piece monomers (1) that protect, through rope and locator, be fixedly spliced, during laying, can use anchor pole to be fixed; The described piece monomer (1) that protects, it is characterized in that, by the upper surface (6) with four upper top rakes (7), soffit (8), four sidewalls (10), four staged side re-entrant angles (11) with four lower top rakes (9) and run through respectively the rope hole a(12 of left and right, fore-and-aft direction) and the hole b(13 that restricts) form.
Described in horizontally-arranged, protect piece monomer (1) and linked together by horizontal rope (2), protect piece monomer (1) described in vertical setting of types to be linked together by vertical rope (3), rope ends is with the pad (4) and the locator (5) that play fixation.
On four of described upper surface (6), four lower top rakes (9) of top rake (7) and soffit (8) are respectively arc or rectangle, upper and lower surface be all centrosymmetric and central point on a vertical line, and the circumradius of upper surface (6) is less than the circumradius of soffit (8).Four sidewalls (10) form angle with vertical direction after connecting upper and lower surface.
Described four staged side re-entrant angles (11) top connects four upper top rakes (7) of upper surface, and bottom is connecting four lower top rakes (9) of soffit, forms step (14) in centre.
Described rope hole a(12) and rope hole b(13) be positioned on the axis of symmetry of sidewall (8) and not in same level.
The described piece monomer that protects is after rope series connection, four adjacent adjacent staged side re-entrant angles that protect piece monomer (1) surround a through hole with step (15), in described through hole (15), can hammer into anchor pole (16), or fill rubble, ecological vegetable, or be used as permeable; Adjacent wall between adjacent monomer forms " V " type gap, with adaptation to the ground distortion or differential settlement.
Described horizontal rope (2) and vertical rope (3), is characterized in that, material is corrosion resistant polyester hawser or stainless steel material.
Described flexible erosion control protection pad, is characterized in that, can be spliced into rectangle, rhombus, circle, arc by some monomers (1), not limited by erosion control region landform.
The utlity model has following advantage:
(1) described in, protect piece monomer structure simple, easily prefabricated, good looking appearance, applied widely, as: can be used for riverbed bottom protection, foundation of water engineering works protection, submerged pipe pipe protection, riverbed slope protection etc.;
(2) described in, protect the splicing of piece monomer convenient, speed of application is fast, can make the erosion control protection pad of any shape, is not washed away landform and limits;
(3) " V " gap design that described protection pad protects between piece monomer makes all directions degree of freedom of protection pad higher, is applicable to various complex-terrains and can adapts to differential settlement in various degree;
(4) described protection pad good integrity, special combination via design can be set up anchor pole and be made it have good stability and durability, and through hole can be planted or permeable use simultaneously, as when doing the use of protection bank protection, can play good landscaping effect.
Accompanying drawing explanation
Fig. 1 is the piece monomer three-dimensional structure schematic diagram that protects of the present utility model;
Fig. 2 is the piece monomer top view that protects of the present utility model;
Fig. 3 is the adjacent piece splicing schematic diagram 1 that protects of the utility model;
Fig. 4 is the adjacent piece splicing schematic diagram 2 that protects of the utility model.
Description of reference numerals:
1. protect piece monomer, 2. horizontal rope, 3. longitudinal rope, 4. pad, 5. locator, 6. upper surface, 7. goes up top rake, and 8. soffit, 9. descends top rake, 10. sidewall, 11. staged side re-entrant angles, 12. rope hole a, 13. rope hole b, 14. steps, 15. through holes, 16. anchor poles.
The specific embodiment
Below in conjunction with specific embodiment, the technical solution of the utility model is described further:
Embodiment 1
A kind of flexible erosion control protection pad is fixedly spliced through rope and locator by some identical piece monomers 1 that protect, and can use anchor pole to be fixed during laying; Protect piece monomer 1 by the upper surface 6 with four upper top rakes 7, form with the soffit 8 of four lower top rakes 9, four sidewalls 10, four staged side re-entrant angles 11 and the rope hole 12,13 of running through respectively left and right, fore-and-aft direction.Described in horizontally-arranged, protect piece monomer 1 and linked together by horizontal rope 2, protect piece monomer 1 described in vertical setting of types to be linked together by vertical rope 3, rope ends is with the pad 4 and the locator 5 that play fixation.Four lower top rakes 9 of four of upper surface 6 upper top rakes 7 and soffit 8 can be respectively fan-shaped arc with or the rectilinear combination of rectangle, fan-shaped and fan-shaped combination and linear and rectilinear combination etc., upper and lower surface be all centrosymmetric and central point on a vertical line, and the circumradius of upper surface 6 is less than the circumradius of soffit 8.Four sidewalls 10 form angle with vertical direction after connecting upper and lower surface.Four staged side re-entrant angle 11 tops connect four upper top rakes 7 of upper surface, and bottom is connecting four lower top rakes 9 of soffit, forms step 14 in centre.
As shown in Fig. 3 or 4, forming protecting between piece monomer 1 of flexible erosion control protection pad connects with horizontal rope 2 and longitudinal rope 3: with a horizontal rope 2, the piece monomer 1(that protects of the first horizontally-arranged is labeled as respectively to (1, 1), (1, 2) ... (1, n)) be cascaded, with a longitudinal rope 3 the first tandem the piece monomer 1(that protects be labeled as respectively (1, 1), (2, 1) ... (n, 1)) be cascaded, protecting piece monomer 1(, be labeled as (2, 2)) respectively with protect piece monomer 1(and be labeled as (1, 2)) and protect piece monomer 1(and be labeled as (2, 1)) connect, then for protecting piece monomer 1(, be labeled as (2, 3) connection), by that analogy, finally complete the connection of whole flexible erosion control protection pad.
In the present embodiment, rope 12He Sheng hole, hole 13 is positioned on the center line of sidewall 8 and not in same level; Laterally rope 2 and longitudinal rope 3 are corrosion resistant polyester hawser or stainless steel rope etc.Protect piece monomer after rope series connection, four adjacent adjacent staged side re-entrant angles that protect piece monomer 1 surround one with the through hole 15 of step, in through hole 15, can hammer into anchor pole 16, or fill rubble, ecological vegetable, or are used as permeable; Adjacent wall between adjacent monomer forms " V " type gap, with adaptation to the ground distortion or differential settlement.
Above-mentioned drawings and Examples are only more preferably a kind of for the utility model is described; protection domain to the application does not constitute any limitation, within those skilled in the art carries out common variation and replaces and should be included in protection domain of the present utility model within the scope of the utility model scheme.
Claims (8)
1. a flexible erosion control protection pad, it is characterized in that, by some identical piece monomers (1) that protect, through rope and locator, be fixedly spliced, during laying, can use anchor pole to be fixed, the described piece monomer (1) that protects, it is characterized in that, by the upper surface (6) with four upper top rakes (7), soffit (8), four sidewalls (10), four staged side re-entrant angles (11) with four lower top rakes (9) with run through respectively the rope hole a (12) of left and right, fore-and-aft direction and the hole b (13) that restricts forms.
2. according to a kind of flexible erosion control protection pad described in claim 1, it is characterized in that, the described piece monomer (1) that protects is linked together by horizontal rope (2), described in vertical setting of types, protect piece monomer (1) and linked together by vertical rope (3), rope ends is with the pad (4) and the locator (5) that play fixation.
3. according to a kind of flexible erosion control protection pad described in claim 1, it is characterized in that, on four of described upper surface (6), four lower top rakes (9) of top rake (7) and soffit (8) are respectively arc or rectangle, upper and lower surface be all centrosymmetric and central point on a vertical line, and the circumradius of upper surface (6) is less than the circumradius of soffit (8), four sidewalls (10) form angle with vertical direction after connecting upper and lower surface.
4. according to a kind of flexible erosion control protection pad described in claim 1, it is characterized in that, described four staged side re-entrant angles (11) top connects four upper top rakes (7) of upper surface, and bottom is connecting four lower top rakes (9) of soffit, forms step (14) in centre.
5. according to a kind of flexible erosion control protection pad described in claim 1, it is characterized in that, described rope hole a (12) and rope hole b (13) are positioned on the axis of symmetry of sidewall (8) and not in same level.
6. according to a kind of flexible erosion control protection pad described in claim 1, it is characterized in that, the described piece monomer that protects is after rope series connection, four adjacent adjacent staged side re-entrant angles that protect piece monomer (1) surround a through hole with step (15), in described through hole (15), can hammer into anchor pole (16), the adjacent wall between adjacent monomer forms " V " type gap.
7. according to flexible erosion control protection pad described in claim 1, it is characterized in that, can be spliced into rectangle, rhombus, circle, arc by described some monomers (1).
8. according to a kind of flexible erosion control protection pad described in claim 2, it is characterized in that described horizontal rope (2) and vertical rope (3) is characterized in that, material is corrosion resistant polyester hawser or stainless steel material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320809921.3U CN203821306U (en) | 2013-12-07 | 2013-12-07 | Flexible anti-scour protection pad |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320809921.3U CN203821306U (en) | 2013-12-07 | 2013-12-07 | Flexible anti-scour protection pad |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203821306U true CN203821306U (en) | 2014-09-10 |
Family
ID=51476823
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320809921.3U Expired - Fee Related CN203821306U (en) | 2013-12-07 | 2013-12-07 | Flexible anti-scour protection pad |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203821306U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103614988A (en) * | 2013-12-07 | 2014-03-05 | 黄靓 | Flexible scour-preventing protective cushion and construction method thereof |
| CN109338993A (en) * | 2018-12-05 | 2019-02-15 | 交通运输部天津水运工程科学研究所 | A kind of ecology rush silt erosion control shield beach structure |
| CN110306502A (en) * | 2019-05-27 | 2019-10-08 | 湖北省水利水电规划勘测设计院 | A protection method of cast-in-place diversion open channel |
-
2013
- 2013-12-07 CN CN201320809921.3U patent/CN203821306U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103614988A (en) * | 2013-12-07 | 2014-03-05 | 黄靓 | Flexible scour-preventing protective cushion and construction method thereof |
| CN109338993A (en) * | 2018-12-05 | 2019-02-15 | 交通运输部天津水运工程科学研究所 | A kind of ecology rush silt erosion control shield beach structure |
| CN110306502A (en) * | 2019-05-27 | 2019-10-08 | 湖北省水利水电规划勘测设计院 | A protection method of cast-in-place diversion open channel |
| CN110306502B (en) * | 2019-05-27 | 2021-12-24 | 湖北省水利水电规划勘测设计院 | Cast-in-situ flow guide open channel protection method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140910 Termination date: 20171207 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |