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CN207700059U - Stride pushing tow deviation correcting device - Google Patents

Stride pushing tow deviation correcting device Download PDF

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Publication number
CN207700059U
CN207700059U CN201620588653.0U CN201620588653U CN207700059U CN 207700059 U CN207700059 U CN 207700059U CN 201620588653 U CN201620588653 U CN 201620588653U CN 207700059 U CN207700059 U CN 207700059U
Authority
CN
China
Prior art keywords
jack
correction
correcting device
deviation correcting
pushing tow
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
CN201620588653.0U
Other languages
Chinese (zh)
Inventor
何志军
李钊
方永桥
罗意钟
肖云
韩洪举
彭力
任开富
陈明辉
张昱
秦桂芳
黄志如
余隆友
陈超
冯俊淋
蔡礼杰
廖海龙
杨红发
邓超
李贻先
邓发义
旷华江
王捷
徐骁
王宁
徐志学
肖恒
蔡礼涛
孟剑波
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.)
Liuzhou Qianqiao Technology Co ltd
Guizhou Road and Bridge Group Co Ltd
Original Assignee
LIUZHOU QIAN BRIDGE ENGINEERING MATERIALS Co Ltd
Guizhou Road and Bridge Group 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 LIUZHOU QIAN BRIDGE ENGINEERING MATERIALS Co Ltd, Guizhou Road and Bridge Group Co Ltd filed Critical LIUZHOU QIAN BRIDGE ENGINEERING MATERIALS Co Ltd
Priority to CN201620588653.0U priority Critical patent/CN207700059U/en
Application granted granted Critical
Publication of CN207700059U publication Critical patent/CN207700059U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

A kind of stride pushing tow deviation correcting device, deviation correcting device is installed on deviation correcting device mounting platform, the mounting platform is located at the side of component, correction reaction frame on mounting platform is fixed with correction jack, correction jack movable end is connected with idler wheel mechanism, the rotating direction of the idler wheel of the idler wheel mechanism is consistent with component moving direction, and in correction job position, the idler wheel withstands component side and carries out correction operation.Its advantage is that being to realize that carrying out Three dimensions control to multiple pushing units with a turn-key system realizes continuous synchronization work, control accuracy is high, reduces labor intensity, reduces human cost;Compact-sized, simple, easy disassembling is at low cost, and working space is small;It can be until completion, the shortcomings that overcoming conventional mode of traction that can only advance cannot retreat after equipment once mounting;Have the function of dynamic correcting, can rectify a deviation during advancing in time.

Description

Stride pushing tow deviation correcting device
Technical field
The utility model is related to engineering construction machinery technical fields, more particularly to a kind of to be directed to large-scale component integral translation Stride pushing tow deviation correcting device.
Background technology
Successively incremeantal launching method technology has more more been widely used in the translation construction of large-scale component.For large span structure such as In bridge steel box girder incremental launching construction, the method that existing construction method generally uses successively incremeantal launching method or drags is needed steel box-girder Or beams of concrete carries out temperature pier with external tendon, is released into bridge;The form drawn using steel strand wires, per one section of pushing tow, steel Twisted wire need to be reinstalled.This method working procedure is cumbersome, of high cost, and the water that cannot be retreated, while start repeatedly that can only advance Flat-pushing power or pulling force are unfavorable to the force status of flexible pier.The disclosure of the invention that Authorization Notice No. is 201678949 U of CN is a kind of Walking type pushing device, including sliding case, slideway, translation jack, jack and correction jack component;Sliding case is by sliding case The cunning box main body connector of the sliding box main body unit of main unit and connection forms, and between sliding box main body unit, slides box main body unit It is flexibly connected by bolt between sliding box main body connector and between each sliding box main body connector;Slideway is by slideway main body list Member, slideway main body connector composition, between slideway main unit, between slideway main unit and slideway main body connector, each cunning It is flexibly connected by bolt between road main body connector;Sliding case is integrally placed on slideway, is in up-down structure, jack peace In the jack mounting cylinder on slideway, translation jack be mounted on the translation jack on slideway installation On plate, correction jack component is mounted on the correction jack mounting bracket on slideway, the device by translate jack, Walking pushing tow is realized in the alternation of jack, with external tendon need not temporarily add by steel box-girder or beams of concrete Gu being also without the use of steel strand wires.But there are following defects for it:1, slideway, the complicated and volume of sliding case be big, weight weight, adds Work difficulty is big, of high cost, and required working space is big.2, each pushing unit needs 4 jacks and 4 pushing tow jack, Not only equipment cost is high, and required work and accommodation space are big, cannot be to the component of realization I-beam and bolt splicing construction Pushing tow.
Utility model content
The purpose of this utility model is just to provide that a kind of system structure is simple, and working space is small, at low cost, easy construction, Fireballing stride pushing tow system can carry out the stride pushing tow deviation correcting device of Deviation Correction Construction in real time.
The solution of the utility model is such:
A kind of stride pushing tow deviation correcting device, including overall control center, power plant, thrustor, jacking apparatus, correction dress It sets, the deviation correcting device is installed on deviation correcting device mounting platform, which is located at the side of component, and mounting platform is equipped with Correction reaction frame and correction jack, correction jack is using correction reaction frame as counter-force fulcrum, correction jack movable end It is connected with idler wheel mechanism, the rotating direction of the idler wheel of the idler wheel mechanism is consistent with component moving direction, in correction job position, institute It states idler wheel and withstands component side and carry out correction operation.
More specific technical solution further includes:The oil cylinder of the correction jack of the deviation correcting device is equipped with displacement sensing The signal of device, displacement sensor is transmitted to overall control center.
Further:The thrustor includes the reaction frame for being fixed on pushing unit platform, sliding case, horizontal pushing tow thousand Jin top, wherein horizontal pushing tow jack is using reaction frame as counter-force fulcrum, the jacking apparatus is supported on sliding case, jacking dress It sets to be connected to level jack and formed and the slide construction that jacking apparatus is moved along sliding case inner slide is pushed by level jack;It is described Lifting gear is fixed with jack, and jack top connects into that spherical surface tongue and groove is connect or cambered surface is recessed with bulb flat The structure of tongue connection so that bulb flat is able to carry out the adjustment of Automatic Levelling and direction along spherical or arc oscillating Flexibility adjustment;Bulb flat top is connect with fishback, passes through backing plate at the top of fishback(4)It is supported on the bottom of component.
Further:The bulb flat uses tongue and groove connection structure with fishback, from front, rear, left and right four direction pair Fishback is limited.
Further:Fluted along the setting of component moving direction at the top of the fishback, the width of the groove is more than component The width of bottom projection.
The utility model has the advantages that:
1, realize that carrying out Three dimensions control to multiple pushing units with a turn-key system realizes continuous synchronization work, control essence Degree is high, reduces labor intensity, reduces human cost.
2, compact-sized, simple, easy disassembling is at low cost, and working space is small.
3, temperature pier need not be carried out to component, it is not necessary to steel strand wires are used, it can be until completion, nothing after equipment once mounting Bridge construction expense must can be saved because of the inadequate midway disassemblerassembler of steel strand wires length.
4, device systems are changed slide surface to incremental launching device and slide plate by box beam bottom, while vertical lifting jack Install ball head device, can automatic centering avoid the damage to box beam bottom and jack lateral force, while bridge pier when pushing tow It will not all not damaged by horizontal loading, component and bridge pier, structure is made to ensure safety during pushing tow.
5, have the function of dynamic correcting, can rectify a deviation during advancing in time, to greatest extent the straight line of holding member Movement, avoids component from running unstability, and the gradient, the full-bridge to ensure box beam are linear.
6, the shortcomings that overcoming conventional mode of traction that can only advance cannot retreat.
7, scalability is strong, and versatility is high:According to engineering reality, increased by increasing or decreasing pumping plant and jack quantity Add deduct few pushing unit, to meet the engineering construction needs of different spans, different tonnages.
8, incremental launching construction can still be carried out when pushing tow encounters element joints or other situations.
Description of the drawings
Fig. 1 is the walking pushing tow system control network figure of the utility model.
Fig. 2 is that the walking pushing tow system of the utility model installs connection figure.
Fig. 3 is the utility model pushing unit schematic diagram
Fig. 4 is the deviation correcting device front view of the utility model
Fig. 5 is the deviation correcting device vertical view of the utility model
Fig. 6 is the spherical plate structure schematic diagram of the utility model
Fig. 7 is the left view of Fig. 6
Fig. 8 is the broach plate structure schematic diagram of the utility model
Fig. 9 is the directions the B view of Fig. 8
Figure 10 is the directions the A view of Fig. 8
Figure 11 crosses splice plate operating diagram for the utility model
Figure 12 is multiple pushing unit layout drawings when the utility model is implemented
Reference numeral is in figure:A. lifting gear, B. thrustors, C. deviation correcting devices, D. components, E. deviation correcting devices peace Assembling platform, F. pushing unit mounting platforms, G. fall boom support, 1. jacks, 2. bulb flats, 3. fishbacks, 4. pads Plate, 5. displacement sensor a, 6. horizontal pushing tow jack, 7. displacement sensor b, 8. cunning casees, 9. reaction frames, 10. flexural pivot devices, 11. steel cushion block, 12. idler wheels, 13. idler wheel mounting brackets, 14. displacement sensor c, 15. correction jacks, 16. movable steel pads Plate, 17. correction reaction frames, 18. jack pistons, 19. bolts, 20. level jack pistons, 21. splice plates, 22. spell Fishplate bar bolt, 23. grooves.
Specific implementation mode
The present embodiment is provided with overall control center, n hydraulic power unit, n × m pushing unit;The pushing unit such as Fig. 2 institutes Show, is equipped with lifting gear A, thrustor B, deviation correcting device C.N × m pushing unit is symmetrically distributed in component axis Both sides, as shown in Figure 9.
The lifting gear A is equipped with jack 1, bulb flat 2, fishback 3, backing plate 4, displacement sensor 5;Jacking 1 top of jack connects into spherical surface tongue and groove connection structure with bulb flat 2, wherein 18 top of piston of the jack 1 For concave spherical surface, the bulb flat 2 is as shown in Figure 6,7, and bottom end is convex spherical, is matched with 18 concave spherical surface of piston, the bulb flat 2 Centering is kept by being located at the bolt 19 in the center of circle so that bulb flat 2 is able to put along spherical with the jack piston 18 It is dynamic, carry out the adjustment of Automatic Levelling and the flexible adjustment in direction;The fishback 3 as shown in Fig. 7,8,9, the bulb flat 2 with Fishback 3 uses tongue and groove connection structure, is limited from front, rear, left and right four direction to fishback 3, wherein fishback 3 It is placed in above bulb flat 2, bottom end sets a convex surface, mutually embedding with the groove that is located at bulb flat top, and 3 top of fishback is moved along component Direction is provided with two grooves, and the width of every groove is more than the width of member bottom section projection;The backing plate 4 is positioned over broach On plate 3, in normal pushing tow, 4 direct bearing carrier of backing plate;When pushing tow encounter element joints or it is other in the case of need to avoid When connecting the projections such as bolt, backing plate 4 is removed, 3 direct bearing carrier of fishback, the projections such as connection bolt can be from fishback The groove of top surface passes through.
The thrustor B is equipped with horizontal pushing tow jack 6, displacement sensor 7, sliding case 8, the counter-force being located on sliding case Frame 9, the flexural pivot device 10 being located between reaction frame and horizontal pushing tow jack, wherein horizontal pushing tow jack 6 is to utilize counter-force Frame 9 is used as counter-force fulcrum.
A steel cushion block 11 is set when construction between the piston of level jack 20 and jack oil cylinder, is connected by bolt Connecing makes level jack 6 and jack 1 form an entirety, detachable after the completion of construction, facilitates shipment.
The deviation correcting device C is as shown in Figure 3,4, equipped with correction jack 15, correction reaction frame 17, be located at correction it is very heavy Movable billet 16 between top 15 and correction reaction frame 17,15 front end of the correction jack is equipped with idler wheel 12 and idler wheel is installed Holder 13, oil cylinder are equipped with displacement sensor 14.
When construction, after the touch screen input construction parameter of Master Control Center, starting device, equipment is i.e. automatic to be walked as following Rapid work:
1, member is jacked:Jack 1 stretches cylinder, and component D is lifted off and falls boom support G, while mounted on jacking Displacement sensor 5 on 1 oil cylinder of jack measures shift value and sends data to overall control center in real time, jacks process bulb flat 2 can adjust automatically it is levelling.When jacking reaches setting stroke, overall control center sends out instruction, and jack 1 stops, at this time structure Part mechanism load is transferred to jack 1 by falling boom support;
2, pushing tow member:Overall control center sends out instruction, and horizontal pushing tow jack 6 stretches cylinder automatically, pushes jacking very heavy Top 1 slides forward together with bulb flat 2, fishback 3, backing plate 4 and component D along slide plate 8, while being mounted on horizontal pushing tow jack 6 Displacement sensor 7 on oil cylinder measures shift value and sends data to overall control center in real time, when reaching setting stroke, master control Center sends out instruction, and cylinder is stretched in the horizontal stopping of pushing tow jack 6;
3, Luo Liang:The automatic contracting cylinder of jack 1, component drops to again to be fallen on boom support G, at this time mechanism load by The transfer of jack 1 falls boom support G after rise;
4, horizontal pushing tow jack backhaul:The automatic contracting cylinder of horizontal pushing tow jack 6 drives jack 1 together with spherical shape Plate 2, fishback 3, backing plate 4 return to initial position.
5, it rectifies a deviation:Such as occur deviateing and reaching setting value during horizontal pushing tow, jack 15 of rectifying a deviation starts automatically, stretches Cylinder applies the power opposite with component offset direction to component D by idler wheel 12 and rectifies a deviation, while being mounted on correction jack Displacement sensor 14 on 15 oil cylinders measures shift value and sends data to overall control center in real time, when reaching correction stroke, Overall control center sends out instruction, and correction jack 15 stops.
6, splice plate is crossed:When pushing tow encounter splice plate 21 or it is other in the case of need to avoid the projections such as connection bolt when, take Lower bolster 4,3 direct bearing carrier of fishback, as shown in figure 11, the bolt 22 of splice plate agrees with the groove 23 of fishback, from And ensures smooth-going and pass through.Backing plate is put back on fishback again after.
It constantly repeats the above steps, you can realize the walking pushing tow of component in place.

Claims (5)

1. a kind of stride pushing tow deviation correcting device, including overall control center, power plant, thrustor, jacking apparatus, deviation correcting device, It is characterized in that:The deviation correcting device is installed on deviation correcting device mounting platform, which is located at the side of component, and installation is flat Platform is equipped with correction reaction frame(17)And correction jack(15), correction jack(15)Utilize correction reaction frame(17)As anti- Power fulcrum, correction jack(15)Movable end is connected with idler wheel mechanism, the idler wheel of the idler wheel mechanism(12)Rotating direction and structure Part moving direction is consistent, in correction job position, the idler wheel(12)It withstands component side and carries out correction operation.
2. stride pushing tow deviation correcting device according to claim 1, it is characterised in that:The correction jack of the deviation correcting device (15)Oil cylinder displacement sensor is installed(14), displacement sensor(14)Signal be transmitted to overall control center.
3. stride pushing tow deviation correcting device according to claim 1, it is characterised in that:The thrustor includes being fixed on The reaction frame of pushing unit platform(9), sliding case(8), horizontal pushing tow jack(6), wherein horizontal pushing tow jack(6)It is to utilize Reaction frame(9)As counter-force fulcrum, the jacking apparatus is supported on sliding case(8), jacking apparatus is connected to level jack(6), It is formed and the slide construction that jacking apparatus is moved along sliding case inner slide is pushed by level jack;It is very heavy that lifting gear is fixed with jacking Top(1), jack(1)Top and bulb flat(2)Connect into the knot of the connection of spherical surface tongue and groove or the connection of cambered surface tongue and groove Structure so that bulb flat(2)It is able to carry out the adjustment of Automatic Levelling and the flexible adjustment in direction along spherical or arc oscillating; Bulb flat(2)Top and fishback(3)Connection, fishback(3)Top passes through backing plate(4)It is supported on the bottom of component.
4. stride pushing tow deviation correcting device according to claim 3, it is characterised in that:The bulb flat(2)With fishback(3) Using tongue and groove connection structure, from front, rear, left and right four direction to fishback(3)It is limited.
5. stride pushing tow deviation correcting device according to claim 3 or 4, it is characterised in that:The fishback(3)Top is along structure The setting of part moving direction is fluted, and the width of the groove is more than the width of member bottom section projection.
CN201620588653.0U 2016-06-17 2016-06-17 Stride pushing tow deviation correcting device Expired - Fee Related CN207700059U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620588653.0U CN207700059U (en) 2016-06-17 2016-06-17 Stride pushing tow deviation correcting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620588653.0U CN207700059U (en) 2016-06-17 2016-06-17 Stride pushing tow deviation correcting device

Publications (1)

Publication Number Publication Date
CN207700059U true CN207700059U (en) 2018-08-07

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620588653.0U Expired - Fee Related CN207700059U (en) 2016-06-17 2016-06-17 Stride pushing tow deviation correcting device

Country Status (1)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110273380A (en) * 2019-06-28 2019-09-24 山东省路桥集团有限公司 Steel box-girder incremental launching construction direction across bridge double rollers guide position limiter and push construction method
CN111395371A (en) * 2020-04-26 2020-07-10 中铁十一局集团第一工程有限公司 Accurate adjusting device of double-walled steel cofferdam
CN112112081A (en) * 2020-09-27 2020-12-22 上海同新机电控制技术有限公司 Walking type pushing equipment and pushing method
CN112302028A (en) * 2020-10-23 2021-02-02 中国五冶集团有限公司 A guider that is used for double-walled steel cofferdam to transfer location

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110273380A (en) * 2019-06-28 2019-09-24 山东省路桥集团有限公司 Steel box-girder incremental launching construction direction across bridge double rollers guide position limiter and push construction method
CN111395371A (en) * 2020-04-26 2020-07-10 中铁十一局集团第一工程有限公司 Accurate adjusting device of double-walled steel cofferdam
CN112112081A (en) * 2020-09-27 2020-12-22 上海同新机电控制技术有限公司 Walking type pushing equipment and pushing method
CN112112081B (en) * 2020-09-27 2022-06-07 上海同新机电控制技术有限公司 A kind of walking type jacking equipment and jacking method
CN112302028A (en) * 2020-10-23 2021-02-02 中国五冶集团有限公司 A guider that is used for double-walled steel cofferdam to transfer location

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Legal Events

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GR01 Patent grant
GR01 Patent grant
CP01 Change in the name or title of a patent holder
CP01 Change in the name or title of a patent holder

Address after: 550001 No.117 Zhonghua Middle Road, Yunyan District, Guiyang City, Guizhou Province

Patentee after: GUIZHOU ROAD & BRIDGE GROUP Co.,Ltd.

Patentee after: Liuzhou Qianqiao Technology Co.,Ltd.

Address before: 550001 No.117 Zhonghua Middle Road, Yunyan District, Guiyang City, Guizhou Province

Patentee before: GUIZHOU ROAD & BRIDGE GROUP Co.,Ltd.

Patentee before: LIUZHOU QIAN BRIDGE ENGINEERING MATERIALS Co.,Ltd.

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: 20180807