CN208843671U - A kind of novel wind power tower transloading equipment - Google Patents

A kind of novel wind power tower transloading equipment Download PDF

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Publication number
CN208843671U
CN208843671U CN201821515706.1U CN201821515706U CN208843671U CN 208843671 U CN208843671 U CN 208843671U CN 201821515706 U CN201821515706 U CN 201821515706U CN 208843671 U CN208843671 U CN 208843671U
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CN
China
Prior art keywords
slide unit
stringer
wind
tower
pedestal
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
Application number
CN201821515706.1U
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Chinese (zh)
Inventor
廖绪锋
田媛
张天祥
宛俊
徐涛
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Gezhouba Group Mechanical and Electrical Construction Co Ltd
Original Assignee
China Gezhouba Group Mechanical and Electrical Construction Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Gezhouba Group Mechanical and Electrical Construction Co Ltd filed Critical China Gezhouba Group Mechanical and Electrical Construction Co Ltd
Priority to CN201821515706.1U priority Critical patent/CN208843671U/en
Application granted granted Critical
Publication of CN208843671U publication Critical patent/CN208843671U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to wind-powered electricity generation field, especially a kind of novel wind power tower transloading equipment.The utility model includes crossbeam, stringer, motor, the Z-type slide unit with hydraulic system, power controling box, hydraulic control platform.Crossbeam is mounted between stringer, rail wheel is installed, for driving rail wheel, hydraulic control platform and power controling box are respectively used to control the hydraulic system and motor of Z-shaped slide unit the motor below stringer.Z-type slide unit is fixed on stringer as lifting gear, is used hydraulic cylinder to push horizontal strut to drive vertical pole movement as power source, is realized the up and down motion of Z-shaped slide unit.Single Z-type slide unit is that it is moved up and down by a HYDRAULIC CONTROL SYSTEM, overcomes the bad problem of harmony caused by more hydraulic system co- controllings of conventional apparatus;Same hydraulic system driving force can provide biggish load;The application method of entire transfer device is simple, run smoothly thus the safety is improved, while energy consumption reduces.

Description

A kind of novel wind power tower transloading equipment
Technical field
The utility model relates to wind-powered electricity generation field, especially a kind of novel wind power tower transloading equipment.
Background technique
It is increasing to the demand of wind energy plant with the exploitation of China's wind energy, it must consequently also configure simultaneously corresponding Adaptation large-scale production equipment.It because wind-power tower is in field work, exposes in air, no matter exposing to the weather, is easy corruption It loses and makes equipment damage.In order to extend the working life of wind-power tower, anticorrosive work of derusting is particularly important.But wind-power tower volume Greatly, weight weight, it is difficult to be transferred to derusting workshop from workshop.Tradition is with the equipments such as two gantry hammocks work compound simultaneously Mode hauling operation, but equipment expends greatly, and working efficiency is low, and safety is poor.It is also hydraulic using one kind four in the prior art The tower transfer trolley of cylinder driving carries out the transport of wind-power tower, which becomes a kind of very practical set with its flexibility It is standby.But this equipment needs the co-ordination simultaneously of four hydraulic cylinders, steadily could safely transport, and requires equipment operator special It is not high.The device uses wooden arc backing plate, therefore needs timing replacement backing plate just to can guarantee equipment due to being easily deformed Safe operation.And stroke and length limitation by more hydraulic cylinders, so that backing plate will be designed to that dismountable form has centainly Technical difficulty.
Utility model content
The utility model aim is: in view of the above problems, a kind of novel wind-power tower transloading equipment is provided, Solve the problems, such as that existing transporter tower cylinder device working efficiency is low, safety is poor, transport energy consumption is high.
Technical scheme of the utility model is as follows:
A kind of novel wind power tower transloading equipment, including several crossbeams, two stringers, two motors, two have Z-type slide unit, power controling box, the hydraulic control platform of hydraulic system;The crossbeam is mounted between stringer, the stringer bottom Rail wheel is installed, the motor is fixed on stringer, to drive rail wheel to move;The stringer is separately installed with 1 Z Shape slide unit;The hydraulic control platform and power controling box are each attached on crossbeam, are respectively used to control the hydraulic pressure system of Z-shaped slide unit System and electric motor operation;
The Z-shaped slide unit includes pedestal, upper mounting plate, tower support platform, vertical pole, horizontal strut and hydraulic system; The pedestal is hollow structure and is fixed on stringer that pedestal is connect by two groups of vertical poles with upper mounting plate, and tower support is flat Platform is mounted on upper mounting plate;Each group of vertical pole, which is intersected by two struts by pin, to be flexibly connected, two groups of vertical poles With side bottom branch angle and top branch angle aperture, horizontal strut through being flexibly connected, same level strut both ends be mounted on pedestal or Between the ipsilateral symmetrically arranged mounting hole of upper mounting plate, wherein the opposite mounting hole of the pedestal and upper mounting plate of side is strip groove Hole, the both ends of horizontal strut are mounted between bar shape trench hole by chuck prevents front and back from slipping, and the hydraulic system is mounted on bottom Seat is located at bar shape trench hole side, the horizontal strut connection between the hydraulic cylinder of hydraulic system and the bar shape trench hole for being mounted on pedestal, The horizontal strut horizontal movement can be pushed.
Z-type slide unit is fixed on stringer as lifting gear, the pedestal of Z-type slide unit, and hydraulic cylinder is used to push away as power source Dynamic horizontal strut moves in strip groove, and when hydraulic rise, horizontal strut drives vertical pole, converts horizontal displacement to perpendicular Straight displacement, is achieved in the up and down motion of Z-shaped slide unit.The horizontal strut of bar shape trench hole side must be installed by chuck, in order to It is slided on bar shape trench hole.The horizontal strut of the other side form fixed using chuck or bolt.
Further, sleeve, sleeve position are also embedded between the both ends chuck of horizontal strut for being located at bar shape trench hole side In on bar shape trench hole.A snare cylinder is embedded on horizontal strut, Hydraulic Cylinder horizontal strut makes sleeve on bar shape trench hole It rolls, is conducive to level of protection strut itself, and facilitate rolling.
Further, the quantity of the crossbeam is 2.Needed between two crossbeams according to the length interval of stringer it is certain away from From to play better supporting role.
Further, the crossbeam and stringer use rib structure, can mitigate itself weight under conditions of proof strength Amount.
Further, the tower support platform is curved support structure, and the middle position positioned at supporting surface offers cross To groove, facilitate transhipment tower.The tower support platform can be cast iron casting, compared with the wooden arc backing plate load-bearing of the prior art Property it is stronger, prevent from deforming due to support construction since tower weight is excessive, or because exposure in air backing plate there is tortoise Poor durability caused by phenomenon is split, security performance reduces.
Further, the tower support platform is bolted on the upper mounting plate of Z-shaped slide unit.Tower support is flat Platform is removably attached on upper mounting plate, conveniently replaced when tower support platform is deformed due to excessive stress.
Further, the motor is fixed on close to the side rail inner of rail wheel and the junction of crossbeam.It is convenient to rail Road wheel connection transmission power, while being set to inside and being conducive to protect it from being damaged during transportation.
Further, the link position of the pin is in the centre of strut, the installation of the ipsilateral pedestal and upper mounting plate Hole is in same perpendicular.
In conclusion by adopting the above-described technical solution, the beneficial effects of the utility model are: single Z-type slide unit is By a HYDRAULIC CONTROL SYSTEM, it is moved up and down, and overcomes harmony caused by more hydraulic system co- controllings of conventional apparatus Bad problem, so that system motion is more steady;Since the power of Z-type slide unit vertical direction is decomposed into horizontal direction and vertical The power in direction, using lever principle, same hydraulic system driving force can provide biggish load;Entire transfer device makes Simple with method, running smoothly thus, the safety is improved, while energy consumption reduces.
Detailed description of the invention
Fig. 1 is the wind-power tower transloading equipment schematic diagram of the utility model;
Fig. 2 is the first visual angle of Z-type slide unit schematic diagram;
Fig. 3 is the second visual angle of Z-type slide unit schematic diagram;
Fig. 4 is Z-type slide unit original state schematic diagram;
Fig. 5 is Z-type slide unit limit increasing state schematic diagram.
Marked in the figure: 1- crossbeam, 2- stringer, 3- motor, 4-Z type slide unit, 5- power controling box, 6- hydraulic control are flat Platform, 7- rail wheel, 8- pedestal, 9- upper mounting plate, 10- tower support platform, 11- vertical pole, 12- horizontal strut, 13- hydraulic pressure system System, 14- pin, 15- chuck, 16- sleeve, 17- gasket.
Specific embodiment
With reference to the accompanying drawing, the utility model is described in detail.
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain The utility model is not used to limit the utility model.
As shown in Figure 1, a kind of novel wind power tower transloading equipment, including two crossbeams 1, two stringer 2, two motors 3, two Z-type slide unit 4, power controling box 5, hydraulic control platforms 6 with hydraulic system;The crossbeam 1 be mounted on stringer 2 it Between, 2 bottom of stringer is equipped with rail wheel 7, and the motor 3 is separately fixed at stringer 2 of the right and left close to rail wheel The junction of inside and crossbeam 1, to drive rail wheel 7 to move;The stringer 2 is separately installed with 1 Z-shaped slide unit 4;The liquid Pressure control platform 6 and power controling box 5 are each attached on crossbeam 1, are respectively used to control the hydraulic system 13 of Z-shaped slide unit and electronic Machine 3 works;
As shown in Fig. 2-Fig. 3, the Z-shaped slide unit includes the tower support platform 10, vertical of pedestal 8, upper mounting plate 9, arc Strut 11, horizontal strut 12 and hydraulic system 13;The pedestal 8 is hollow structure and is fixed on stringer 2 that pedestal 8 passes through two Group vertical pole 11 is connect with upper mounting plate 9, and tower support platform 10 is mounted on upper mounting plate 9 by bolt;Each group is propped up vertically Bar 11, which is intersected by two struts by pin 14, to be flexibly connected, and the same side bottom branch angle and top branch angle of two groups of vertical poles 11 are opened Hole, by horizontal strut 12 through connection, 12 both ends of same level strut pass through chuck 15 and are mounted on pedestal 8 or upper mounting plate 9 Between ipsilateral symmetrically arranged mounting hole, prevent horizontal strut from sliding back and forth;The wherein opposite direction of the pedestal 8 and upper mounting plate 9 of side Mounting hole is bar shape trench hole, is also embedded with sleeve 16, sleeve 16 and chuck between the both ends chuck 15 of the horizontal strut 12 of the side There is gasket 17 between 15, sleeve 16 is located on bar shape trench hole.The hydraulic system 13 is mounted on pedestal 8 and is located at bar shape trench hole one Side, the horizontal strut 12 between the hydraulic cylinder of hydraulic system 13 and the bar shape trench hole for being mounted on pedestal 8 connect, and can push the level 12 horizontal movement of strut.
In a preferred scheme, the link position of the pin 14 is in the centre of strut, ipsilateral 8 He of pedestal The mounting hole of upper mounting plate 9 is in same perpendicular.
It is as follows that the utility model transports tower process: starting motor 3 drives rail wheel 7 to make this dress along track uniform motion It sets and moves to immediately below tower track, as shown in figure 4, Z-shaped slide unit is at the beginning in a state of nature, control hydraulic system 13 is by liquid Cylinder pressure rises, and horizontal strut 12 is pushed to move in strip groove, and horizontal strut 12 drives vertical pole 11 to move upwards, and then pushes away Dynamic Z-type slide unit 4 rises the tower support platform 10 for being connected to top, and tower support platform 10 holds up tower rise and leaves tower branch Frame.Fig. 5 by Z-shaped slide unit the raised extreme position of energy, specific desired height can adjust according to actual needs.It will using fork truck Tower bracket is placed on tower derusting track, and surface on driving present apparatus uniform motion to derusting track controls hydraulic pressure system System 13 declines hydraulic cylinder, tower is placed on the tower support frame of derusting track.Hydraulic cylinder is set to return to initial position, then The control present apparatus is moved back into initial position, pass hull closure power supply.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model Protection scope within.

Claims (8)

1. a kind of novel wind power tower transloading equipment, it is characterised in that: including several crossbeams, two stringers, two motors, Two have Z-type slide unit, power controling box, the hydraulic control platform of hydraulic system;The crossbeam is mounted between stringer, described Stringer bottom is equipped with rail wheel, and the motor is fixed on stringer, to drive rail wheel to move;The stringer is pacified respectively Equipped with 1 Z-shaped slide unit;The hydraulic control platform and power controling box are each attached on crossbeam, are respectively used to control Z-shaped slide unit Hydraulic system and electric motor operation;
The Z-shaped slide unit includes pedestal, upper mounting plate, tower support platform, vertical pole, horizontal strut and hydraulic system;It is described Pedestal is hollow structure and is fixed on stringer that pedestal is connect by two groups of vertical poles with upper mounting plate, tower support platform peace On upper mounting plate;Each group of vertical pole, which is intersected by two struts by pin, to be flexibly connected, two groups of vertical poles it is ipsilateral Bottom branch angle and top branch angle aperture, for horizontal strut through being flexibly connected, same level strut both ends are mounted on pedestal or upper flat Between the ipsilateral symmetrically arranged mounting hole of platform, wherein the opposite mounting hole of the pedestal and upper mounting plate of side is bar shape trench hole, water The both ends of flat strut are mounted between bar shape trench hole by chuck prevents front and back from slipping, and the hydraulic system is mounted on pedestal and is located at Bar shape trench hole side, the horizontal strut connection between the hydraulic cylinder of hydraulic system and the bar shape trench hole for being mounted on pedestal, can push The horizontal strut horizontal movement.
2. wind-power tower transloading equipment according to claim 1, it is characterised in that: in the level for being located at bar shape trench hole side Sleeve is also embedded between the both ends chuck of strut, sleeve is located on bar shape trench hole.
3. wind-power tower transloading equipment according to claim 2, it is characterised in that: the quantity of the crossbeam is 2.
4. wind-power tower transloading equipment according to claim 3, it is characterised in that: the crossbeam and stringer use floor knot Structure can mitigate own wt under conditions of proof strength.
5. wind-power tower transloading equipment according to claim 1, it is characterised in that: the tower support platform is arc branch Support structure, the middle position positioned at supporting surface offer transverse concave groove.
6. wind-power tower transloading equipment according to claim 1-5, it is characterised in that: the tower support platform It is bolted on the upper mounting plate of Z-shaped slide unit.
7. wind-power tower transloading equipment according to claim 6, it is characterised in that: the motor is fixed on close to track The side rail inner of wheel and the junction of crossbeam.
8. wind-power tower transloading equipment according to claim 7, it is characterised in that: the link position of the pin is in strut Centre, the mounting hole of the ipsilateral pedestal and upper mounting plate is in same perpendicular.
CN201821515706.1U 2018-09-17 2018-09-17 A kind of novel wind power tower transloading equipment Expired - Fee Related CN208843671U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821515706.1U CN208843671U (en) 2018-09-17 2018-09-17 A kind of novel wind power tower transloading equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821515706.1U CN208843671U (en) 2018-09-17 2018-09-17 A kind of novel wind power tower transloading equipment

Publications (1)

Publication Number Publication Date
CN208843671U true CN208843671U (en) 2019-05-10

Family

ID=66373069

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821515706.1U Expired - Fee Related CN208843671U (en) 2018-09-17 2018-09-17 A kind of novel wind power tower transloading equipment

Country Status (1)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113003469A (en) * 2020-12-25 2021-06-22 芜湖市宝艺游乐科技设备有限公司 Auxiliary installation equipment for large-scale amusement equipment
CN114215701A (en) * 2021-12-27 2022-03-22 上海电力设计院有限公司 Trolley for prefabricating concrete wind power tower cylinder

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113003469A (en) * 2020-12-25 2021-06-22 芜湖市宝艺游乐科技设备有限公司 Auxiliary installation equipment for large-scale amusement equipment
CN114215701A (en) * 2021-12-27 2022-03-22 上海电力设计院有限公司 Trolley for prefabricating concrete wind power tower cylinder
CN114215701B (en) * 2021-12-27 2023-08-15 上海电力设计院有限公司 Trolley for prefabricating concrete wind power tower drum

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190510

Termination date: 20210917