CN202482826U - Fast-assembly-type revetment erosion-preventing permeable framework - Google Patents
Fast-assembly-type revetment erosion-preventing permeable framework Download PDFInfo
- Publication number
- CN202482826U CN202482826U CN2012200721374U CN201220072137U CN202482826U CN 202482826 U CN202482826 U CN 202482826U CN 2012200721374 U CN2012200721374 U CN 2012200721374U CN 201220072137 U CN201220072137 U CN 201220072137U CN 202482826 U CN202482826 U CN 202482826U
- Authority
- CN
- China
- Prior art keywords
- rope
- framework
- rod pieces
- pieces
- fast
- 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
Images
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a fast-assembly-type revetment erosion-preventing permeable framework which is in the shape of a triangular pyramid and composed of connecting six rod pieces end to end, wherein the six rod pieces are respectively connected in series on more than one rope. The rod pieces are concrete pre-fabricated pieces. The six rod pieces are equilong concrete rod pieces and form a regular triangular pyramid body through ropes connected in series mode. During split joint, the ropes adopt mixed knots or rope collecting knots. Rod piece connecting pieces of the fast-assembly-type revetment erosion-preventing permeable framework adopt manila ropes to replace reinforcing steel bars, and during the split joint of the framework, the ropes adopt the mixed knots or the rope collecting knots to replace welding. On-site split joint is replaced by on-ship split joint, pallets are adopted to hoist the rod pieces to be shipped and transported, and framework shipping and transportation performed by manual lift is replaced, thereby not only splitting quickly and reducing the manufacture cost, but also reducing the processing site occupied area, facilitating transportation, saving the transportation cost, and being invariant in speed reduction and silting promotion.
Description
Technical field
The utility model is a kind ofly can produce and assemble, change the bank hydraulics fast, change the local brunt in bank for not dashing or the gesture of becoming silted up, having permeable and change the water flow structure double action, be applicable to the solid pin technology of shore protection that rivers shore protection flood control erosion control is used, and belongs to the hydraulic engineering technical field.
Background technology
At present, the stream bank erosion control engineering mainly is to adopt entity anti-impact shore protection and slow down not towards the shore protection technology.Entity anti-impact shore protection technology is to adopt entity project to slow down current to the washing away of bank slope, thereby reaches the purpose of shore protection, as: jackstone, stone-laying, mattress sinking, geotechnique's pillow, concrete mould bag, steel concrete hinge etc., groynes and rock head also belong to this type of.But the entity bank protection work often exists the basis to be influenced the homeostatic problem of engineering by scour.
Slowing down not towards the shore protection technology then is through changing local flow-shape, reduce the bank flow velocity, fluid is become washing away of bank slope do not dash or alluvial, reduces scour depth, becomes silted up to face and make beach, control and lead river gesture, protection bank slope, stablize purpose such as levee toe thereby reach.Though wherein steel concrete grid stake shore protection is effective, its basis needs enough buried depths, just can keep the basis and not washed away, and there is complicated subaqueous construction process in the unlikely destruction of pile bent.
Current a kind of deceleration of promoting the use of is not the four sides hexagon water-permeable frame with the steel concrete fabrication and processing towards the shore protection technology; This framework since center of gravity low, be difficult for rolling; Frame member has the effect that energy dissipating is slowed down; It is continuous that current change process, and the engineering through for many years proves, adopts the four sides solid pin effect of hexagon water-permeable frame group erosion control shore protection quite desirable.However, still there are three significant disadvantage in this steel concrete four sides hexagon water-permeable frame: (1) steel concrete rod member is assembled into four sides hexagon water-permeable frame through the manual work welding, and operation is more, consumption manual work, machinery and material, and expense is higher.(2) rod member is prefabricated, and particularly framework assembly unit and stacking all need take large-area place.(3) framework consolidation shed ground is often far away apart from the ground of jettisoninging; Framework transportation (adopting shipping) inevitable more, and shipment needs manual work to lift fortune on the one hand, and labour cost is high; The frame space volume is big on the other hand; Shipment is put not compact, causes that conevying efficiency is low, cost of transportation improves, and the transportation middle frame damages also more simultaneously.
Summary of the invention
The purpose of the utility model is in order to overcome complicated, processing occupied ground area big, the cost of transportation high deficiency high with cost of existing four sides hexagon water-permeable frame assembly unit by the steel concrete fabrication and processing, a kind of fast assembling shore protection erosion control water-permeable frame to be provided.
The utility model is triangular cone, and six rods on the above rope is end to end to be constituted by being connected on respectively.
The said rod member of the utility model is a concrete precast element.
The said six rods of the utility model is that isometric concrete rod constitutes just triangular cone through the rope that is connected in series.
Adopt hybrid junctions or receive knot during the said rope splicing of the utility model knot.
The said rope of the utility model is a white palm rope.
The utility model adopts the rod member connector to adopt white palm rope (sisal fiber) to substitute reinforcing bar; The framework assembly unit utilizes the rope hybrid junctions or receives knot and substitutes welding, hybrid junctions, receipts knot, but assembly unit substitutes the place assembly unit and adopts pallet handling rod member shipped on the ship; Fortune framework shipped is lifted in alternative manual work; Not only can quick-assembling, reduce cost of manufacture, and can reduce processing place area occupied, convenient transportation and save freight, the short silt effect of slowing down is constant.Characteristics are following: the connector of (1) rod member adopts white palm rope (sisal fiber), than rebar connector only cost of materials just save 20 yuan/frame.(2) the knot method is adopted in the framework assembly unit, fast, the economize on electricity of speed, and 50% R rates quoted above is saved in welding.(3) assembly unit on the ship is saved the framework assembly unit and is put the occupied ground area, reduces land area more than 80% than the assembly unit of framework place.(4) mechanical loading is convenient in rod member transportation, more can improve conevying efficiency greatly than the framework transportation, and shipment reduces more than 80% with cost of transportation, and the framework spoilage is little.(5) owing to need not consider the framework assembly unit and put land used not have the welding power load, the prefabricated place of rod member can be selected near the district of jettisoninging, and helps shortening transportation range.(6) processing technology is simple: owing to select the white palm rope three stranded rope of being made by the high-quality sisal fiber for use, thereby it is strong to have a pulling force, acid and alkali-resistance, rub resistance, characteristics such as cold-resistant; Rod member can adopt typing combined steel or wooden model batch making; Knot is adopted in connection between the rod member, has accelerated assembly unit speed, is convenient to mechanical shipped.
Description of drawings
Fig. 1 is the utility model embodiment 1 structural representation;
Fig. 2 is 1 five rod member precast constructions of the utility model embodiment sketch map;
Fig. 3 is the utility model embodiment 1 single pole spare precast construction sketch map;
Fig. 4 is the utility model embodiment 2 structural representations;
Fig. 5 is 2 four rod member precast constructions of the utility model embodiment sketch map;
Fig. 6 is 2 pairs of rod member precast constructions of the utility model embodiment sketch map.
The specific embodiment
Embodiment 1:
Present embodiment is joined through connection cord B by six isometric square concrete rod A and constitutes just triangular cone.
Five series connection are prefabricated on the brown material first rope B1 in the rod member; Form contact 1,2,3,4,5,6, another single pole spare on the second rope B2, forms contact 7,8 in advance; Full hybrid junctions that adopt of four knot points wherein are 1 to connect 4,6 and connect 2,7 and connect 3, last 8 and connect 5 successively.
Embodiment 2:
Present embodiment is joined through connection cord by six isometric square concrete rod A and constitutes just triangular cone.
Four series connection are prefabricated on the brown material first rope B1 in the rod member, form contact 1,2,3,4,5, and another single pole spare is prefabricated on the second rope B2, form contact 6,7,8, wherein are successively 1 to connect 4,6 and connect 2,5 and connect 7, last 8 and connect 3; Each knot of framework assembly unit all adopts receives the rope knot.
The utility model also can all adopt single pole spare prefabricated on single rope, adopts hybrid junctions again and receive knot to connect into triangular cone.
Claims (5)
1. fast assembling shore protection erosion control water-permeable frame is characterized in that: be triangular cone, six rods on the above rope is end to end to be constituted by being connected on respectively.
2. fast assembling shore protection erosion control water-permeable frame as claimed in claim 1, it is characterized in that: rod member is a concrete precast element.
3. according to claim 1 or claim 2 fast assembling shore protection erosion control water-permeable frame is characterized in that: the rope that six rods is isometric concrete rod through serial connection constitutes just triangular cone.
4. according to claim 1 or claim 2 fast assembling shore protection erosion control water-permeable frame is characterized in that: adopt hybrid junctions or receive knot during rope splicing knot.
5. according to claim 1 or claim 2 fast assembling shore protection erosion control water-permeable frame, it is characterized in that: rope is a white palm rope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200721374U CN202482826U (en) | 2012-03-01 | 2012-03-01 | Fast-assembly-type revetment erosion-preventing permeable framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200721374U CN202482826U (en) | 2012-03-01 | 2012-03-01 | Fast-assembly-type revetment erosion-preventing permeable framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202482826U true CN202482826U (en) | 2012-10-10 |
Family
ID=46957256
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012200721374U Expired - Fee Related CN202482826U (en) | 2012-03-01 | 2012-03-01 | Fast-assembly-type revetment erosion-preventing permeable framework |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202482826U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103381619A (en) * | 2013-07-18 | 2013-11-06 | 长江武汉航道局 | One-step molding mould for concrete four-face hexagon permeable frame |
| CN104831685A (en) * | 2015-05-21 | 2015-08-12 | 交通运输部天津水运工程科学研究所 | Ecological siltation promotion type beach protection structure |
| CN108035305A (en) * | 2017-10-09 | 2018-05-15 | 水利部交通运输部国家能源局南京水利科学研究院 | Orthogonal abatis of armored concrete and preparation method thereof |
| CN108487187A (en) * | 2018-05-16 | 2018-09-04 | 重庆市万闸防汛器材有限责任公司 | Double collapsible three plugs triangular pyramid frame assemblies of frame |
| CN108589646A (en) * | 2018-05-16 | 2018-09-28 | 重庆市万闸防汛器材有限责任公司 | Double collapsible three plugs triangular prism frame assemblies of frame |
| CN108589647A (en) * | 2018-05-16 | 2018-09-28 | 重庆市万闸防汛器材有限责任公司 | The collapsible three plugs triangular pyramid frame assembly of center moulding frame |
| CN108612039A (en) * | 2018-05-16 | 2018-10-02 | 重庆市万闸防汛器材有限责任公司 | The collapsible three plugs quadrangular frame assembly of three frames |
| CN108612044A (en) * | 2018-05-16 | 2018-10-02 | 重庆市万闸防汛器材有限责任公司 | The collapsible three plugs triangular pyramid frame assembly of side moulding frame |
| CN108625341A (en) * | 2018-05-16 | 2018-10-09 | 重庆市万闸防汛器材有限责任公司 | The collapsible three plugs triangular prism frame assembly of three frames |
| CN112811481A (en) * | 2020-12-30 | 2021-05-18 | 佛山市南海区苏科大环境研究院 | A pack and fill frame for city cavernosum |
-
2012
- 2012-03-01 CN CN2012200721374U patent/CN202482826U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103381619A (en) * | 2013-07-18 | 2013-11-06 | 长江武汉航道局 | One-step molding mould for concrete four-face hexagon permeable frame |
| CN103381619B (en) * | 2013-07-18 | 2015-06-10 | 长江武汉航道局 | One-step molding mould for concrete four-face hexagon permeable frame |
| CN104831685A (en) * | 2015-05-21 | 2015-08-12 | 交通运输部天津水运工程科学研究所 | Ecological siltation promotion type beach protection structure |
| CN108035305A (en) * | 2017-10-09 | 2018-05-15 | 水利部交通运输部国家能源局南京水利科学研究院 | Orthogonal abatis of armored concrete and preparation method thereof |
| CN108487187A (en) * | 2018-05-16 | 2018-09-04 | 重庆市万闸防汛器材有限责任公司 | Double collapsible three plugs triangular pyramid frame assemblies of frame |
| CN108589646A (en) * | 2018-05-16 | 2018-09-28 | 重庆市万闸防汛器材有限责任公司 | Double collapsible three plugs triangular prism frame assemblies of frame |
| CN108589647A (en) * | 2018-05-16 | 2018-09-28 | 重庆市万闸防汛器材有限责任公司 | The collapsible three plugs triangular pyramid frame assembly of center moulding frame |
| CN108612039A (en) * | 2018-05-16 | 2018-10-02 | 重庆市万闸防汛器材有限责任公司 | The collapsible three plugs quadrangular frame assembly of three frames |
| CN108612044A (en) * | 2018-05-16 | 2018-10-02 | 重庆市万闸防汛器材有限责任公司 | The collapsible three plugs triangular pyramid frame assembly of side moulding frame |
| CN108625341A (en) * | 2018-05-16 | 2018-10-09 | 重庆市万闸防汛器材有限责任公司 | The collapsible three plugs triangular prism frame assembly of three frames |
| CN112811481A (en) * | 2020-12-30 | 2021-05-18 | 佛山市南海区苏科大环境研究院 | A pack and fill frame for city cavernosum |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202482826U (en) | Fast-assembly-type revetment erosion-preventing permeable framework | |
| CN102182163B (en) | Assembled type debris flow silt dam and construction method thereof | |
| CN106245671B (en) | A kind of combined type offshore wind power foundation and its construction method | |
| CN211646450U (en) | Offshore wind power single pile-wing plate-rockfill composite foundation | |
| CN113202130A (en) | High-rise-network-format offshore wind power foundation anti-scouring system and method | |
| CN102787587A (en) | Non-enclosed pervious member for river regulation | |
| CN204676584U (en) | A kind of high stake truss-like offshore wind turbine foundation structure | |
| CN209760136U (en) | Ecological revetment structure of assembled low pile cushion cap | |
| CN206365354U (en) | A kind of single piling bar and single clump assembly type net cage anchor foundation | |
| CN208685642U (en) | A kind of bracing means of bridge pile foundation | |
| CN202227360U (en) | Wide-span prestressed concrete pile beam plate structure used for grounds of buildings, workshops, etc. | |
| CN103243678A (en) | Breakwater | |
| CN102912762A (en) | Dam with pile groups and permeable frame and construction method of dam | |
| CN103195080B (en) | Towing method for gravity foundation | |
| CN203701076U (en) | Prefabricated concrete crossed pile | |
| CN202064291U (en) | Traveling construction supporting pier with floating and sinking functions | |
| CN111560917A (en) | Detachable rapid breach repairing structure | |
| CN204491567U (en) | Pre-manufactured steel pile tube wind power generation platform | |
| CN202989858U (en) | Pile group water permeating frame dam | |
| CN203530921U (en) | Water-permeable pile foundation spur dike | |
| CN203145027U (en) | Anti-impact structure used for earth-rock cofferdam | |
| CN106836119A (en) | A kind of layer-stepping submerged breakwater | |
| CN107135999A (en) | Gravity type anchoring basis and its construction method that a kind of cement plate assembles | |
| CN207062881U (en) | A kind of layer-stepping submerged breakwater | |
| CN203256680U (en) | Jetty |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121010 Termination date: 20130301 |