CN207405646U - A kind of dovetail buckle device for integrated form set cage - Google Patents
A kind of dovetail buckle device for integrated form set cage Download PDFInfo
- Publication number
- CN207405646U CN207405646U CN201721504617.2U CN201721504617U CN207405646U CN 207405646 U CN207405646 U CN 207405646U CN 201721504617 U CN201721504617 U CN 201721504617U CN 207405646 U CN207405646 U CN 207405646U
- Authority
- CN
- China
- Prior art keywords
- dovetail buckle
- single pile
- dovetail
- set cage
- integrated form
- 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.)
- Active
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model is related to a kind of dovetail buckle devices for integrated form set cage, and including a dovetail buckle, the opening of dovetail buckle is set towards single pile;A set of cage support, set cage support level extend transversely through the lower position of dovetail buckle, and the end face setting of dovetail buckle is protruded at the both ends of set cage support respectively, and one end of set cage support and the side wall of single pile connect, and the other end that set cage supports is connected with sealing plate;One reinforcing plate group, reinforcing plate group include two reinforcing plates for being placed in end face one the first from left right setting of the dovetail buckle away from single pile;One guide plate group, guide plate group include being placed in two guide plates of the dovetail buckle close to the right setting of one the first from left of the end face of single pile, and two guide plates are respectively placed in the both sides of set cage support.The utility model has the advantages of simple in structure, to improve connective stability and firm supporting.
Description
Technical field:
The utility model is related to integrated form set cage field, specifically a kind of dovetail spiral-locks for integrated form set cage
It puts.
Background technology:
With reaching its maturity for wind generating technology, the mode for increasing energy supply by wind-power electricity generation is gradually subject to the world
The favor of various countries.Wide ocean attracts attention already because it possesses wind energy resources that is abundant, stablizing.Integrated form
Cage is covered as a kind of foundation pattern most widely used in offshore wind farm engineering, it is simple in structure, quick construction, cost-effective,
It is general that sea bed is vertically squeezed into using the steel-pipe pile of 4~6m of diameter, and pass through changeover portion and be connected with top blower fan tower barrel, changeover portion
It is connected by high-strength grouting material between steel-pipe pile, is found by field monitoring in recent years, external part offshore wind turbine
Occur coming to nothing and the unfavorable phenomenon such as vertical displacement between single-pile foundation high-strength grouting material and changeover portion, there are certain safety
Hidden danger.
For connecting single pile and collar tie beam, traditional attachment device is used and is vertically arranged the dovetail buckle device of integrated form set cage
Connecting plate, under the clashing of sea wind and seawater, the connecting plate of attachment device is easily fallen off, the connection with single pile
Property it is poor, it is small for the supportive of heavier collar tie beam, single pile is easily made to be fallen off with collar tie beam, influences normal the making of integrated form set cage
With, while friction damage easily occurs between single pile and attachment device, shorten the service life of single pile.
The content of the invention:
The purpose of this utility model is to overcome above deficiencies, provide a kind of simple in structure, raising connective stability
And the dovetail buckle device for integrated form set cage of firm supporting.
The purpose of this utility model is achieved through the following technical solutions:A kind of dovetail spiral-lock for integrated form set cage
It puts, integrated form set cage includes single pile, is sleeved on the horizontal positioned collar tie beam in single pile outer ring, is placed in below collar tie beam and around the side of single pile
Wall is equipped with the dovetail buckle device of multiple equal circumference spread configurations, and dovetail buckle device includes
One dovetail buckle, dovetail buckle be vertically arranged and level cross-sectionn be convex structure, the opening court of dovetail buckle
It is set to single pile;
A set of cage support, set cage support are hollow shape cylindrical structure, and set cage support level is extended transversely through under dovetail buckle
The end face setting of dovetail buckle is protruded at side position, the both ends of set cage support respectively, and one end of set cage support and the side wall of single pile connect
It connects, the other end of set cage support is connected with sealing plate;
One reinforcing plate group, reinforcing plate group add including being placed in two of the right setting of one the first from left of end face of the dovetail buckle away from single pile
Strong plate, reinforcing plate is vertically arranged and two reinforcing plates are placed in sustained height, while collar tie beam is placed in the top of reinforcing plate;
One guide plate group, guide plate group includes being placed in dovetail buckle to be led close to two of the right setting of one the first from left of the end face of single pile
To plate, two guide plates are respectively placed in the both sides of set cage support, and guide plate is vertically arranged and two guide plates are placed in sustained height,
The height of guide plate is set less than the height of reinforcing plate simultaneously.
Further improvement of the utility model is:The downside thickness of guide plate is gradually reduced to form a step structure.
Further improvement of the utility model is:The outer end face of guide plate is equipped with the buffering consistent with being oriented to plate shape
Layer.
Further improvement of the utility model is:Buffer layer is rubber sheet gasket.
The utility model has the following advantages compared with prior art:
1st, the utility model is simple in structure, and design is reasonable, including dovetail buckle, the support of set cage, reinforcing plate group and guiding
Plate group, wherein dovetail buckle are vertically arranged and level cross-sectionn is convex structure, and the opening of dovetail buckle is set towards single pile,
The power of dovetail buckle is set towards single pile, prevents from falling off in the case where sea wind and seawater clash, while the circle of dovetail buckle
The more horizontal structure of arc structure has more wear-resisting, corrosion resistant effect;Connection single pile and single pile outer cover are played in set cage support
The effect of cage improves single pile with covering the connective stability of cage;Reinforcing plate group plays the role of, to collar tie beam support reinforcing, preventing collar tie beam
It falls off.
2nd, the setting of guide plate group, which is played, makes dovetail buckle both sides keep the consistent effect of gravity, prevents dovetail buckle because of weight
The uneven hair of power drops, and the downside thickness of guide plate is gradually reduced to form a step structure, the guide plate of step structure
Guide plate compared with rectangular structure can more reduce impact force to single pile, prevent from single pile occurring friction damage, while guide plate
Outer end face be equipped with being oriented to the consistent buffer layer of plate shape, play the role of buffering, avoid being damaged to single pile.Buffer layer
It is of low cost convenient for materials for rubber sheet gasket, play an important role of preferably to buffer, resistance to fever and chills and ageing-resistant.
Description of the drawings:
Fig. 1 is a kind of structure diagram for the dovetail buckle device that cage is covered for integrated form of the utility model.
Fig. 2 is a kind of connection diagram for the dovetail buckle device that cage is covered for integrated form of the utility model.
Fig. 3 is a kind of sectional view of the B-B for the dovetail buckle device that cage is covered for integrated form of the utility model.
Fig. 4 is a kind of sectional view of the C-C for the dovetail buckle device that cage is covered for integrated form of the utility model.
Figure label:1- single piles, 2- collar tie beams, 3- dovetails buckle, the support of 4- set cages, 5- sealing plates, 6- reinforcing plates, 7- are oriented to
Plate, 8- rubber sheet gaskets.
Specific embodiment:
In order to deepen the understanding to the utility model, the utility model is made below in conjunction with embodiment and attached drawing further
It is described in detail, which is only used for explaining the utility model, does not form the restriction to scope of protection of the utility model.
A kind of dovetail buckle device for integrated form set cage of the present embodiment, as shown in Figures 1 to 4, integrated form set cage include
Single pile 1 is sleeved on the horizontal positioned collar tie beam 2 in 1 outer ring of single pile, is placed in 2 lower section of collar tie beam and surrounds the side wall of single pile 1 equipped with multiple etc.
The dovetail buckle device that circumferential arrangement is set, dovetail buckle device include
One dovetail buckle 3, dovetail buckle 3 be vertically arranged and level cross-sectionn be convex structure, the opening of dovetail buckle 3
It is set towards single pile 1;
A set of cage support 4, set cage support 4 are hollow shape cylindrical structure, and set cage supports 4 horizontal cross to run through dovetail buckle 3
Lower position, the end face that dovetail buckle 3 is protruded at the both ends of set cage support 4 respectively sets, one end and the single pile 1 of set cage support 4
Side wall connection, set cage support 4 the other end be connected with sealing plate 5;
One reinforcing plate group, reinforcing plate group include two that are placed in end face one the first from left right setting of the dovetail buckle 3 away from single pile 1
Reinforcing plate 6, reinforcing plate 6 is vertically arranged and two reinforcing plates 6 are placed in sustained height, while collar tie beam 2 is placed in the top of reinforcing plate 6;
One guide plate group, guide plate group include being placed in dovetail buckle 3 close to two of the right setting of one the first from left of the end face of single pile 1
Guide plate 7, two guide plates 7 are respectively placed in the both sides of set cage support 4, and guide plate 7 is vertically arranged and two guide plates 7 are placed in together
One height, while the height of guide plate 7 is set less than the height of reinforcing plate 6.The setting of guide plate group, which is played, makes 3 liang of dovetail buckle
Side keeps the consistent effect of gravity, prevents dovetail buckle 3 from dropping because of the uneven hair of gravity.
The downside thickness of guide plate 7 is gradually reduced to form a step structure, and the guide plate 7 of step structure is more rectangular-shaped
The guide plate 7 of structure can more reduce the impact force to single pile 1, prevent the outer end face for single pile 1 occurring friction damage guide plate 7 from setting
There is the buffer layer consistent with 7 shape of guide plate, buffer layer is rubber sheet gasket 8, plays the role of buffering, avoids that single pile 1 occurs
Damage, rubber sheet gasket is of low cost convenient for materials, plays an important role of preferably to buffer, resistance to fever and chills and ageing-resistant.
The utility model is simple in structure, and design is reasonable, including dovetail buckle 3, set cage support 4, reinforcing plate group and guiding
Plate group, wherein dovetail buckle 3 are vertically arranged and level cross-sectionn is convex structure, and the opening of dovetail buckle 3 is set towards single pile 1
It puts, the power of dovetail buckle 3 is set towards single pile 1, prevents from falling off in the case where sea wind and seawater clash, while dovetail buckle
The 3 more horizontal structure of convex structure has more wear-resisting, corrosion resistant effect;Connection single pile 1 and single pile are played in set cage support 4
The effect of 1 outer cover cage improves single pile 1 with covering the connective stability of cage;Reinforcing plate group plays the work to 2 support reinforcing of collar tie beam
With preventing collar tie beam 2 from falling off.
It should be understood by those skilled in the art that the present utility model is not limited to the above embodiments, above-described embodiment and
The principle for simply illustrating the utility model described in specification, on the premise of not departing from the spirit and scope of the utility model,
The utility model also has various changes and modifications, these changes and improvements both fall within claimed the scope of the utility model
It is interior.The protection scope of the present invention is defined by the appended claims and their equivalents.
Claims (4)
1. a kind of dovetail buckle device for integrated form set cage, it is characterised in that:The integrated form set cage includes single pile, is sleeved on
The horizontal positioned collar tie beam in single pile outer ring is placed in below collar tie beam and around swallow of the side wall equipped with multiple equal circumference spread configurations of single pile
Tail buckle device, the dovetail buckle device include
One dovetail buckle, the dovetail buckle is vertically arranged and level cross-sectionn is convex structure, and the dovetail buckle is opened
Mouth is set towards single pile;
A set of cage support, the set cage support is hollow shape cylindrical structure, and the set cage support level extends transversely through dovetail buckle
Lower position, it is described set cage support both ends protrude respectively dovetail buckle end face set, it is described set cage support one end with
The side wall connection of single pile, the other end of the set cage support are connected with sealing plate;
One reinforcing plate group, the reinforcing plate group add including being placed in two of the right setting of one the first from left of end face of the dovetail buckle away from single pile
Strong plate, the reinforcing plate is vertically arranged and two reinforcing plates are placed in sustained height, while collar tie beam is placed in the top of reinforcing plate;
One guide plate group, the guide plate group includes being placed in dovetail buckle to be led close to two of the right setting of one the first from left of the end face of single pile
To plate, described two guide plates are respectively placed in the both sides of set cage support, and the guide plate is vertically arranged and two guide plates are placed in
Sustained height, while the height of guide plate is set less than the height of reinforcing plate.
2. a kind of dovetail buckle device for integrated form set cage according to claim 1, it is characterised in that:The guide plate
Downside thickness be gradually reduced to form a step structure.
3. a kind of dovetail buckle device for integrated form set cage according to claim 1 or claim 2, it is characterised in that:The guiding
The outer end face of plate is equipped with the buffer layer consistent with being oriented to plate shape.
4. a kind of dovetail buckle device for integrated form set cage according to claim 3, it is characterised in that:The buffer layer
For rubber sheet gasket.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721504617.2U CN207405646U (en) | 2017-11-13 | 2017-11-13 | A kind of dovetail buckle device for integrated form set cage |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721504617.2U CN207405646U (en) | 2017-11-13 | 2017-11-13 | A kind of dovetail buckle device for integrated form set cage |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207405646U true CN207405646U (en) | 2018-05-25 |
Family
ID=62318997
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201721504617.2U Active CN207405646U (en) | 2017-11-13 | 2017-11-13 | A kind of dovetail buckle device for integrated form set cage |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207405646U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108842809A (en) * | 2018-07-17 | 2018-11-20 | 华电重工股份有限公司 | A kind of fixation device of sacrificial anode and single-pile foundation |
-
2017
- 2017-11-13 CN CN201721504617.2U patent/CN207405646U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108842809A (en) * | 2018-07-17 | 2018-11-20 | 华电重工股份有限公司 | A kind of fixation device of sacrificial anode and single-pile foundation |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102277878B (en) | Floating foundation and construction method thereof | |
CN110525599A (en) | A kind of novel more floating drum offshore wind turbines buoyant foundation | |
EP2461031A2 (en) | Technology for combined offshore floating wind power generation | |
CN209112605U (en) | A kind of pedestal support device for integrated form set cage | |
CN102966115A (en) | Foundation of wind-driven generator unit | |
US10851513B1 (en) | Combined offshore wind power foundation with duct piles and a bucket | |
CN111493005A (en) | Fishery net cage culture structure based on offshore wind power multi-pile bearing platform foundation | |
CN208416810U (en) | A kind of semi-submersible type offshore wind power generation basic | |
CN103243735A (en) | Prestressed concrete cylindrical foundation with oblique supports | |
CN110356522A (en) | Shoe type semi-submersible type offshore wind power platform | |
CN207405646U (en) | A kind of dovetail buckle device for integrated form set cage | |
CN207297239U (en) | A kind of foundation ring of wind generating set | |
CN208089470U (en) | Float type wind-power electricity generation machine platform | |
CN112293324A (en) | Large-scale nonmetal sectional combination formula box with a net platform suitable for deep sea fishery is bred | |
CN207211183U (en) | A kind of offshore wind farm single-pile foundation and case net cultivation integrated device | |
CN206024883U (en) | Deep water net cage and double -barrelled reducing I -shaped frame thereof | |
CN109505737A (en) | A kind of floatation type sea-borne wind power generation apparatus and its working method | |
CN106560562B (en) | A kind of sandwich steel pipe pile foundation in sea | |
CN202402220U (en) | Damping wind power generation tower | |
CN209115261U (en) | A kind of tower tube of offshore wind power generator levelling device | |
CN109914460A (en) | A kind of novel suction cartridge type composite structure wind power foundation suitable for shallow sea | |
CN207405645U (en) | A kind of steel pipe pile device for integrated form set cage | |
CN111271226A (en) | Offshore moistureproof wind power and wind energy power generation equipment | |
CN207419513U (en) | A kind of inner platform device for integrated form set cage | |
CN111005844A (en) | Novel offshore floating fan damping system and application thereof |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |