CN206143798U - Novel wind turbine foundation template - Google Patents

Novel wind turbine foundation template Download PDF

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Publication number
CN206143798U
CN206143798U CN201621006841.4U CN201621006841U CN206143798U CN 206143798 U CN206143798 U CN 206143798U CN 201621006841 U CN201621006841 U CN 201621006841U CN 206143798 U CN206143798 U CN 206143798U
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China
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meters
section external
external mold
reinforcing plate
section
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CN201621006841.4U
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Chinese (zh)
Inventor
张召强
宣红正
崔忠静
苗仓东
张建超
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Albert Sheng Cangzhou Machinery Equipment Manufacturing Co Ltd
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Albert Sheng Cangzhou Machinery Equipment Manufacturing Co Ltd
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Abstract

The utility model provides a novel wind turbine foundation template, includes hanging beam, die block, floorbar, external mold and piling bar post, the hanging beam sets up the upper end at the piling bar post, be provided with many suspenders between hanging beam and the floorbar, the suspender passes hanging beam, die block and floorbar and is fixed with it through the bolt bottom the floorbar, the suspender sets up as and to carry out extending structure, be provided with the piling bar hole on the die block, the piling bar hole that the piling bar post passed on the die block is connected with the die block, the die block is connected with the piling bar post through the staple bolt, the external mold is connected with the die block through dismantling coupling mechanism, the die block is through dismantling connecting piece and bottom beam connected.

Description

A kind of novel fan foundation formss
Technical field
This utility model is related to a kind of operation on the sea instrument, more particularly, to a kind of novel fan foundation formss.
Background technology
Wind-power electricity generation is used as most ripe, the on the largest scaleization exploit condition of technology in new energy field and commercialized development prospect Generation mode, obtain fast development.As Wind turbines extend to sea from land, offshore wind farm is just becoming new forms of energy neck The emphasis of domain development, but existing base plate is suffered from the drawback that:Need to carry out seabed preparation, underwater operation amount is big, structure Globality and shock resistance are poor, need various fillers, and are in great demand;Ship requirement to transporting sole plate caisson is very high, Less use both at home and abroad at present;Base plate is preventing ocean current from washing away to sea bed, is affected larger by tide, surge impact; The levelness control on basis need to be furnished with the fixed offshore platforms such as floating dock and be completed;Substantial amounts of steel are needed, is affected by wave, easily lost Effect, is affected more serious by weather when installation, and this utility model proposes a kind of new solution for problem above.
Utility model content
The purpose of this utility model is to provide a kind of to install simple, convenient disassembly and higher a kind of new of the coefficient of stability Blower foundation template.
To solve above-mentioned technical problem, this utility model provides a kind of novel fan foundation formss, including hanging beam, bed die, Bottom girder, external mold and piling bar post, the hanging beam are arranged on the upper end of piling bar post, be provided with many and hang between the hanging beam and bottom girder Band, the suspender belt are passed through hanging beam, bed die and bottom girder and are fixed by bolt in bottom girder bottom, and the suspender belt is set to enter Row stretching structure, is provided with piling bar hole on the bed die, the piling bar post is connected through the piling bar hole on bed die with bed die, institute State bed die to be connected with piling bar post by anchor ear, the external mold is connected with bed die by detachable attachment mechanism, the bed die It is connected with bottom girder by removable connector;The external mold is made up of multiple highly different external molds, and respectively 1.7 meters sections are outer Mould, 3.6 meters of section external molds and 3.6 meters of section external mold A, 3.6 meters of section external molds and 3.6 meters of section external mold A alternately connect, described 3.6 meters Section external mold and 3.6 meters of section external mold A by position slightly be connected with each other with the cooperation of bolt, the plurality of 1.7 meters of section external molds respectively with 3.6 meters of section external molds and 3.6 meters of section external mold A are connected and there is certain connection angle, 1.7 meters of section external molds include panel, Lower arc frame, upper arc frame, vertical frame, horizontal riblet, perpendicular internal-rib, back cord connecting plate, back cord, strengthens angle, support channel-section steel and reinforcement Plate, the back cord are welded together with panel, and the lower arc frame and upper arc frame are separately positioned on vertical frame and perpendicular internal-rib Two ends, the horizontal riblet are arranged between vertical frame and perpendicular internal-rib, the support channel-section steel, strengthens angle and reinforcing plate respectively with back cord Connecting plate is connected;3.6 meters of sections external mold A includes panel A, lower arc frame A, upper arc frame A, vertical frame A, horizontal riblet A, perpendicular Internal-rib A, back cord connecting plate A, back cord A, strengthens angle A, reinforcing plate A, reinforcing plate B and reinforcing plate C, the back cord A and panel A are welded Together, the lower arc frame A and upper arc frame A are separately positioned on the two ends of vertical frame A and perpendicular internal-rib A, and the horizontal riblet A sets Put between vertical frame A and perpendicular internal-rib A, strengthens angle A and reinforcing plate A are connected with back cord connecting plate A respectively, the reinforcement Plate B and reinforcing plate C are connected with reinforcing plate A respectively, and in order to increase itself rigidity hardness, 3.6 meters of section external molds are except 3.6 meters Reinforcing plate D is additionally provided with outside section external mold A composition structures, reinforcing plate D is connected with reinforcing plate A.
In order that blower foundation template preferably can work in water, this utility model is improved to be had, and the external mold is not by Rust Steel material is made.
In order that external mold can more firmly, this utility model is improved to be had, and described 1.7 meters of section external molds of composition, 3.6 meters of sections are outer Connected mode between the part of mould and 3.6 meters of section external mold A is welding.
In order that external mold is preferably connected with bed die, this utility model is improved to be had, 3.6 meters of section external molds and 3.6 meters of sections External mold A is respectively arranged with mutual corresponding circular hole, and the bolt is attached through circular hole.
The beneficial effects of the utility model are:This utility model is novel in design, and simple structure saves great deal of steel, outward Mould is made up of the external mold of three kinds of differing heights so that structure is more firm, is used in different environment, can be according to different rings Border is adjusted, easy assembly and disassembly, and the design of reinforcing plate A and reinforcing plate B causes structure more firm, and 3.6 meters of sections External mold and 3.6 meters of section external mold A are alternately installed and cast outer mold structure are preferably attached with bed die, and connection is more firm, It is designed as being detachably connected mode between the external mold and bed die, realizes the purpose of Quick Release fast-assembling.
Description of the drawings
Accompanying drawing 1 is a kind of novel fan foundation formss structural representation of the present utility model;
Accompanying drawing 2 is 1.7 meters of the present utility model section cast outer mold structure schematic diagrams;
Accompanying drawing 3 is 1.7 meters of the present utility model section cast outer mold structure schematic diagrams;
Accompanying drawing 4 is 3.6A rice section cast outer mold structure schematic diagram of the present utility model;
Accompanying drawing 5 is 3.6A rice section cast outer mold structure schematic diagram of the present utility model;
Accompanying drawing 6 is 3.6 meters of sections external mold partial structural diagram of the present utility model;
Accompanying drawing 7 is cast outer mold structure schematic diagram of the present utility model;
Accompanying drawing 8 is 3.6 meters of section external molds of the present utility model and 3.6 meters of section external mold A structural representations;
Label declaration:1- hanging beams;2- bed dies;3- bottom girders;4- external molds;5- panels;Arc frame under 6-;The upper arc frames of 7-;8- Vertical frame;The horizontal riblets of 9-;10- erects internal-rib;11- back cord connecting plates;12- back cords;13- strengthens angles;14- supports channel-section steel;15- strengthens Plate;16-panel A;Arc frame A under 17-;The upper arc frame A of 18-;19- vertical frame A;The horizontal riblet A of 20-;The perpendicular internal-rib A of 21-;22- is carried on the back Stupefied connecting plate A;23- back cord A;24- strengthens angles A;25- reinforcing plates A;26- reinforcing plates B;27- reinforcing plates C;28- reinforcing plates D;29- Circular hole;41-1.7 rice section external molds;42-3.6 rice section external molds;43-3.6 rice section external mold A;111- piling bar posts;112- suspender belts;113- Anchor ear.
Specific embodiment
By describing technology contents of the present utility model, structural features in detail, realizing purpose and effect, below in conjunction with enforcement Mode simultaneously coordinates accompanying drawing to be explained in detail.
Referring to the drawings 1, this utility model provides a kind of novel fan foundation formss, including hanging beam 1, bed die 2, bottom girder 3, outer Mould 4 and piling bar post 111, the hanging beam 1 are arranged on the upper end of piling bar post 111, and many are provided between the hanging beam 1 and bottom girder 3 Suspender belt 112, the suspender belt are passed through hanging beam 1, bed die 2 and bottom girder 3 and are fixed by bolt in 3 bottom of bottom girder, the suspender belt 112 are set to carry out stretching structure, and piling bar hole is provided with the bed die 2, and the piling bar post 111 is through the steel on bed die 2 Stake holes is connected with bed die 2, and the bed die 2 is connected with piling bar post 111 by anchor ear 113, and the external mold 4 is by detachably connecting Connection mechanism is connected with bed die 2, and the bed die 2 is connected with bottom girder 3 by removable connector;The external mold 4 is by multiple height Different external mold compositions, 41,3.6 meters of section external molds 42 of respectively 1.7 meters section external molds and 3.6 meters of section external mold A43,3.6 meters of sections External mold 42 and 3.6 meters of section external mold A43 alternately connect, 3.6 meters of section external molds 42 and 3.6 meters of section external mold A43 by positioning slightly and The cooperation of bolt is connected with each other, the plurality of 1.7 meters of section external molds 41 respectively with 3.6 meters of section external molds 42 and 3.6 meters of section external mold A43 phases Connect and there is certain connection angle, 1.7 meters of section external molds 41 include panel 5, lower arc frame 6, upper arc frame 7, vertical edge Frame 8, horizontal riblet 9, perpendicular internal-rib 10, back cord connecting plate 11, back cord 12, strengthens angle 13, support channel-section steel 14 and reinforcing plate 15, the back of the body Stupefied 12 are welded together with panel 5, and the lower arc frame 6 and upper arc frame 7 are separately positioned on the two of vertical frame 8 and perpendicular internal-rib 10 End, the horizontal riblet 9 are arranged between vertical frame 8 and perpendicular internal-rib 10,15 points of the support channel-section steel 14, strengthens angle 13 and reinforcing plate It is not connected with back cord connecting plate 11;3.6 meters of sections external mold A43 include panel A16, lower arc frame A17, upper arc frame A18, Vertical frame A19, horizontal riblet A20, perpendicular internal-rib A21, back cord connecting plate A22, back cord A23, strengthens angle A24, reinforcing plate A25, reinforcement Plate B26 and reinforcing plate C27, the back cord A23 and panel A16 weld together, the lower arc frame A17 and upper arc frame A18 The two ends of vertical frame A19 and perpendicular internal-rib A21 are separately positioned on, the horizontal riblet A20 is arranged on vertical frame A19 and perpendicular internal-rib A21 Between, strengthens angle A24 and reinforcing plate A25 are connected with back cord connecting plate A22 respectively, reinforcing plate B26 and reinforcing plate C27 is connected with reinforcing plate A25 respectively, and in order to increase itself rigidity hardness, 3.6 meters of section external molds 42 are in addition to 3.6 meters of sections Reinforcing plate D28 is additionally provided with outside mould A43 composition structures, reinforcing plate D28 is connected with reinforcing plate A25.
In order that blower foundation template preferably can work in water, the external mold is made up of stainless steel material.In order to Allow external mold more firmly, the part of described composition 1.7 meters of section external molds, 41,3.6 meters of section external molds 42 and 3.6 meters of section external mold A43 Between connected mode for welding.In order that external mold 4 is preferably connected with bed die 2,3.6 meters of section external molds 42 and 3.6 meters of sections External mold A43 is respectively arranged with mutual corresponding circular hole 29, and the bolt is attached through circular hole 29.
Inspection of dispatching from the factory is carried out to hanging beam 1, bed die 2, bottom girder 3, external mold 4 and fixing device first, then according to practical situation Which is installed, also note that erection sequence, the bed die 2 is arranged on above bottom girder 3, so by removable connector Afterwards external mold is arranged on bed die 2 by removable connector 4, this utility model preferably adopts 3.6 meters of section external mold A43 and 3.6 Rice section external mold B42 each eight pieces and 410 six pieces of 1.7 meters of section external molds carry out overall external mold assembling, the then installation on bed die and bottom girder Suspender belt, hanging beam 1 is arranged on the top of suspender belt finally by equipment of slinging, so as to complete the installation of blower foundation template.
Embodiment of the present utility model is the foregoing is only, the scope of the claims of the present utility model is not thereby limited, it is every The equivalent structure made using this utility model description and accompanying drawing content or equivalent flow conversion, or be directly or indirectly used in Other related technical fields, are included in scope of patent protection of the present utility model in the same manner.

Claims (4)

1. a kind of novel fan foundation formss, it is characterised in that including hanging beam, bed die, bottom girder, external mold and piling bar post, described to hang Beam is arranged on the upper end of piling bar post, is provided with many suspender belts between the hanging beam and bottom girder, the suspender belt through hanging beam, bed die and Bottom girder and it is fixed by bolt in bottom girder bottom, the suspender belt is set to carry out stretching structure, is arranged on the bed die There is piling bar hole, the piling bar post is connected through the piling bar hole on bed die with bed die, and the bed die passes through anchor ear and piling bar post phase Connection, the external mold are connected with bed die by detachable attachment mechanism, and the bed die is connected with bottom girder by removable connector Connect;The external mold is made up of multiple highly different external molds, and respectively 1.7 meters section external molds, 3.6 meters of section external molds and 3.6 meters of sections are outer Mould A, 3.6 meters of section external molds and 3.6 meters of section external mold A alternately connect, and 3.6 meters of section external molds and 3.6 meters of section external mold A are by fixed Position be slightly connected with each other with the cooperation of bolt, the plurality of 1.7 meters of section external molds respectively with 3.6 meters of section external molds and 3.6 meters of section external mold A phases Connect and there is certain connection angle, 1.7 meters of section external molds include panel, lower arc frame, upper arc frame, vertical frame, horizontal stroke Riblet, perpendicular internal-rib, back cord connecting plate, back cord, strengthens angle, support channel-section steel and reinforcing plate, the back cord are welded together with panel, The lower arc frame and upper arc frame are separately positioned on the two ends of vertical frame and perpendicular internal-rib, the horizontal riblet be arranged on vertical frame and Between perpendicular internal-rib, the support channel-section steel, strengthens angle and reinforcing plate are connected with back cord connecting plate respectively;3.6 meters of sections external mold A Including panel A, lower arc frame A, upper arc frame A, vertical frame A, horizontal riblet A, perpendicular internal-rib A, back cord connecting plate A, back cord A, reinforcement Angle A, reinforcing plate A, reinforcing plate B and reinforcing plate C, the back cord A and panel A weld together, the lower arc frame A and upper arc side Frame A is separately positioned on the two ends of vertical frame A and perpendicular internal-rib A, and the horizontal riblet A is arranged between vertical frame A and perpendicular internal-rib A, institute State strengthens angle A and reinforcing plate A be connected with back cord connecting plate A respectively, reinforcing plate B and reinforcing plate C respectively with reinforcing plate A phase Connection, 3.6 meters of section external molds are additionally provided with reinforcing plate D in addition to 3.6 meters of section external mold A composition structure, reinforcing plate D with plus Strong plate A is connected.
2. a kind of novel fan foundation formss according to claim 1, it is characterised in that the external mold is by stainless steel material Make.
3. a kind of novel fan foundation formss according to claim 1, it is characterised in that 1.7 meters of section external molds of the composition, Connected mode between the part of 3.6 meters of section external molds and 3.6 meters of section external mold A is welding.
4. a kind of novel fan foundation formss according to claim 1, it is characterised in that 3.6 meters of section external molds and 3.6 Rice section external mold A is respectively arranged with mutual corresponding circular hole, and the bolt is attached through circular hole.
CN201621006841.4U 2016-08-31 2016-08-31 Novel wind turbine foundation template Active CN206143798U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621006841.4U CN206143798U (en) 2016-08-31 2016-08-31 Novel wind turbine foundation template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621006841.4U CN206143798U (en) 2016-08-31 2016-08-31 Novel wind turbine foundation template

Publications (1)

Publication Number Publication Date
CN206143798U true CN206143798U (en) 2017-05-03

Family

ID=58618090

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621006841.4U Active CN206143798U (en) 2016-08-31 2016-08-31 Novel wind turbine foundation template

Country Status (1)

Country Link
CN (1) CN206143798U (en)

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