WO2022121320A1 - Variable-span cable crane - Google Patents

Variable-span cable crane Download PDF

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Publication number
WO2022121320A1
WO2022121320A1 PCT/CN2021/107603 CN2021107603W WO2022121320A1 WO 2022121320 A1 WO2022121320 A1 WO 2022121320A1 CN 2021107603 W CN2021107603 W CN 2021107603W WO 2022121320 A1 WO2022121320 A1 WO 2022121320A1
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WO
WIPO (PCT)
Prior art keywords
span
variable
cable
main
carrying
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Application number
PCT/CN2021/107603
Other languages
French (fr)
Chinese (zh)
Inventor
赵梦春
朱东明
梁辉
张延辉
夏朝鹃
杨志明
郑奕
李锋
罗亚容
龙俞伊
王琪文
白孔明
陈洁
常思鸣
钟于靖
高峰
Original Assignee
中铁九桥工程有限公司
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 中铁九桥工程有限公司 filed Critical 中铁九桥工程有限公司
Publication of WO2022121320A1 publication Critical patent/WO2022121320A1/en
Priority to ZA2022/07963A priority Critical patent/ZA202207963B/en

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C9/00Travelling gear incorporated in or fitted to trolleys or cranes
    • B66C9/10Undercarriages or bogies, e.g. end carriages, end bogies
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C21/00Cable cranes, i.e. comprising hoisting devices running on aerial cable-ways
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C9/00Travelling gear incorporated in or fitted to trolleys or cranes
    • B66C9/08Runners; Runner bearings

Definitions

  • the invention belongs to the field of cable-carrying cranes for construction machinery, in particular to a variable-span cable-carrying crane.
  • the present invention develops a variable-span cable-mounted crane, which does not require external force and can perform the span-changing action by itself during construction, which is practical for lifting the cable-mounted crane.
  • the effect of performance and scope of application is remarkable.
  • the invention develops a variable-span cable-carrying crane, which does not require external force, and can perform the variable-span movement by itself during construction, and the variable-span movement is scientific, stable, and free of potential safety hazards.
  • a variable-span cable-carrying crane includes a main beam 1, the middle of the main beam 1 is a cable-carrying hoisting mechanism 2, and two ends of the main beam 1 are two wing beams 3;
  • the weight mechanism 2 is connected with the steel strand 21 equipped with the hanger;
  • the wing spar 3 is installed with a variable-span pushing mechanism 31 in the direction away from the main beam 1, and the lower end of the wing spar 3 is provided with a traverse chute 32.
  • a transverse sliding seat 33 is matched with the transverse sliding chute 32, and the transverse sliding seat 33 is connected with the variable-span pushing mechanism 31; a walking end beam 4 is connected below the transverse sliding seat 33 , the walking end beam 4 includes a supporting beam 41 and a plurality of groups of running wheels 42, the supporting beam 41 is fixedly connected with the traverse sliding seat 33, and the running wheel 42 is installed under the supporting beam 41; the The running wheel 42 is above the main cable 5 of the suspension bridge and runs cooperatively.
  • traveling end beam 4 and the traverse sliding seat 33 are hinged with pins.
  • running wheels 42 are 4 groups.
  • variable span pushing mechanism 31 is a traverse oil cylinder.
  • variable span pushing mechanism 31 uses a synchronous control platform, which can improve the safety and stability of the variable span.
  • the above design should ensure that when the advancing distance of the walking end beam 4 is L, the maximum safe transverse pushing or transverse pulling distance d of the variable-span pushing mechanism 31 should keep d/L ⁇ 3/100.
  • a displacement space is set between the running wheel 42 and the main cable 5. During the running process, it is ensured that when the span is changed, the displacement of the running wheel 42 relative to the main cable 5 is within the displacement space. within. This design helps to improve the safety and stability when the span is changed.
  • the maximum safe lateral pushing or lateral pulling distance d of the variable-span jacking mechanism 31 should be kept at d. /L ⁇ 5/100.
  • the walking end beam 4 and the main beam 1 adopt an oblique design, and the oblique angle is set to (the angle between the tangent of the main cable 5 and the main beam 1 at the maximum span + the minimum span The angle between the tangent of the main cable 5 and the main beam 1)/2.
  • This design helps to improve the safety and stability when the span is changed.
  • the maximum safe lateral pushing or lateral pulling distance d of the variable-span jacking mechanism 31 should be kept at d. /L ⁇ 6/100.
  • a ring of flanges 421 is provided in the middle of the running wheel 42 , and the main cable 5 is provided with a groove 51 matching the flanges 421 .
  • This design can further improve the safety and stability when changing the span.
  • the maximum safe transverse pushing or transverse pulling distance d of the variable-span pushing mechanism 31 should be maintained at d/ L ⁇ 10/100.
  • the present invention provides a variable-span cable-carrying crane, which does not require external force, and can perform the variable-span action during construction by itself, and the variable-span action is scientific, stable, and has no potential safety hazards. It is suitable for the installation of suspension bridges with changing main cable spacing. , improve the practicability of the cable-mounted crane, expand the scope of use, and provide the best lifting tool for the installation of the suspension bridge with the change of the main cable spacing;
  • the present invention realizes that the walking end beam connected with the traverse sliding seat can change the span by setting the traverse sliding groove, the traverse sliding seat, and the variable-span pushing mechanism connected with the traverse sliding seat;
  • variable-span jacking mechanism can ensure that the variable-span cable-carrying crane of the present invention is uniformly stressed and the center of gravity is stable during the variable-span, which can improve the safety and stability of the variable-span;
  • the walking end beam and the main beam adopt the oblique design, and the oblique angle is set to (the angle between the tangent line of the main cable 5 and the main beam 1 at the maximum span + the tangent line of the main cable 5 and the main beam 1 at the minimum span.
  • the included angle of the main beam 1)/2 this design helps to improve the lateral push or lateral pull distance of the variable span jacking mechanism, improve the safety and stability when the span is changed, and the efficiency;
  • Fig. 1 is the general view of the variable-span cable-carrying crane of the present invention
  • Fig. 2 is the assembly diagram of the traverse chute and the traverse sliding seat of the present invention
  • Fig. 3 is the sectional view of the traverse chute of the present invention.
  • Fig. 4 is the sectional view of the traverse sliding seat of the present invention.
  • Fig. 5 is the state diagram of the variable span when the walking end beam of the present invention advances L;
  • FIG. 6 is a working diagram of the walking end beam and the main cable in Embodiment 1 of the present invention.
  • FIG. 7 is a working diagram of the walking end beam and the main cable in Embodiment 2 of the present invention.
  • Fig. 8 is the oblique intersection view of the walking end beam and the main beam in Embodiment 3 of the present invention.
  • FIG. 9 is a schematic diagram of the included angle between the tangent line of the main cable and the main beam when the variable-span cable-carrying crane of the present invention has a maximum span;
  • FIG. 10 is an enlarged view of the angle between the main cable tangent and the main beam when the variable-span cable-carrying crane of the present invention has a maximum span;
  • FIG. 11 is a schematic diagram of the angle between the main cable tangent and the main beam when the minimum span of the variable-span cable-carrying crane of the present invention
  • Figure 12 is an enlarged view of the angle between the main cable tangent and the main beam when the variable-span cable-carrying crane of the present invention has a minimum span;
  • Figure 13 is a working diagram of the running wheel and the main cable according to Embodiment 4 of the present invention.
  • a variable-span cable-carrying crane as shown in Figure 1, includes a main beam 1, the middle of the main beam 1 is a cable-carrying hoisting mechanism 2, and the two ends of the main beam 1 are two wing beams 3;
  • the cable-carrying hoisting mechanism 2 is connected with the steel strand 21 equipped with the sling;
  • the wing spar 3 is installed with a variable span pushing mechanism 31 in the direction away from the main beam 1, and the lower end of the wing spar 3 is provided with a
  • the traverse chute 32 as shown in FIG. 3, is matched with the traverse chute 32 with a traverse sliding seat 33, as shown in FIG.
  • the traverse sliding seat 33 is connected with the variable span pushing mechanism 31; the A traveling end beam 4 is connected below the traverse sliding seat 33, and the traveling end beam 4 includes a supporting beam 41 and a plurality of groups of traveling wheels 42.
  • the supporting beam 41 is fixedly connected with the traversing sliding seat 33, and the traveling wheels 42 is installed under the support beam 41; the running wheel 42 is above the main cable 5 of the suspension bridge and runs cooperatively.
  • the traveling end beam 4 and the traverse sliding seat 33 are hinged with a pin shaft, the traveling wheels 42 are four groups, and the variable span pushing mechanism 31 is a traverse oil cylinder.
  • variable span pushing mechanism 31 uses a synchronous control platform, which can improve the safety and stability of the variable span.
  • a flange 421 is provided in the middle of the running wheel 42 , and the main cable 5 is provided with a groove 51 matching the flange 421 .
  • a variable-span cable-carrying crane as shown in Figure 1, includes a main beam 1, the middle of the main beam 1 is a cable-carrying hoisting mechanism 2, and the two ends of the main beam 1 are two wing beams 3;
  • the cable-carrying hoisting mechanism 2 is connected with the steel strand 21 equipped with the sling;
  • the wing spar 3 is installed with a variable span pushing mechanism 31 in the direction away from the main beam 1, and the lower end of the wing spar 3 is provided with a
  • the traverse chute 32 as shown in FIG. 3, is matched with the traverse chute 32 with a traverse sliding seat 33, as shown in FIG.
  • the traverse sliding seat 33 is connected with the variable span pushing mechanism 31; the A traveling end beam 4 is connected below the traverse sliding seat 33, and the traveling end beam 4 includes a supporting beam 41 and a plurality of groups of traveling wheels 42.
  • the supporting beam 41 is fixedly connected with the traversing sliding seat 33, and the traveling wheels 42 is installed under the support beam 41; the running wheel 42 is above the main cable 5 of the suspension bridge and runs cooperatively.
  • the traveling end beam 4 and the traverse sliding seat 33 are hinged with a pin shaft, the traveling wheels 42 are four groups, and the variable span pushing mechanism 31 is a traverse oil cylinder.
  • variable span pushing mechanism 31 uses a synchronous control platform, which can improve the safety and stability of the variable span.
  • the running wheel 42 is placed on the main cable 5, and when the span needs to be changed, the connected traverse slide 33 is pushed or pulled horizontally by the span-change push mechanism 31, and the traverse slide 33 is traversing.
  • the chute 32 moves inward, as shown in Figure 2; at the same time, the traveling end beam 4 connected with the traverse sliding seat 33 has the action of pushing out or retracting. It has a certain locking effect, as shown in Figure 6, so the main cable 5 is pushed outward or retracted with the action of the walking end beam 4, so as to achieve the effect of changing the span.
  • the cable-carrying hoisting mechanism is hoisted through steel strands.
  • variable-span cable-borne crane works with variable spans
  • the maximum safe transverse pushing or transverse pulling distance d of the variable-span jacking mechanism 31 should be maintained at d/ L ⁇ 3/100.
  • the main cable will not break away from the limitation of the running wheel, and the span-changing action is smooth and safe.
  • Embodiment 1 On the basis of Embodiment 1, a variable-span cable-mounted crane is provided, and a displacement space is set between the running wheel 42 and the main cable 5. During the running process, it is ensured that when the span is changed, the running The displacement of the wheel 42 relative to the main cable 5 is within the displacement space, as shown in FIG. 7 .
  • the design of the tight cooperation between the running wheel and the main cable in the first embodiment is changed, but a displacement space is set between the running wheel and the main cable. This design helps to improve the safety and stability when changing the span. Spend.
  • the maximum safe transverse pushing or transverse pulling distance d of the variable-span jacking mechanism 31 should be maintained at d/ L ⁇ 5/100.
  • the main cable is less likely to escape from the limitation of the running wheel, so the maximum safe transverse pushing or transverse pulling distance of the variable-span pushing mechanism is correspondingly increased.
  • Example 1 On the basis of Example 1, a variable-span cable-carrying crane, the walking end beam 4 and the main beam 1 adopt a skew design, and the skew angle is set to (when the maximum span is the tangent of the main cable 5 The included angle with the main beam 1 + the included angle between the tangent line of the main cable 5 and the main beam 1 at the minimum span)/2.
  • the oblique angle between the walking end beam 4 and the main beam 1 is ⁇ ;
  • the angle between the tangent line of the main cable 5 and the main beam 1 is ⁇ when the maximum span is reached;
  • the angle between the tangent line of the main cable 5 and the main beam 1 is ⁇ at the minimum span
  • This design reduces the lateral displacement of the main cable relative to the walking end beam, and also reduces the lateral stress of the main cable when the span is changed, which helps to improve the safety and stability when the span is changed.
  • variable-span cable-borne crane works with variable spans
  • the maximum safe transverse pushing or transverse pulling distance d of the variable-span jacking mechanism 31 should be maintained at d/ L ⁇ 6/100.
  • Embodiment 1 On the basis of Embodiment 1, a variable-span cable-carrying crane is provided, a ring of flanges 421 is provided in the middle of the traveling wheel 42, and the main cable 5 is provided with a groove 51 matching the flanges 421, such as Figure 13.
  • This design can greatly enhance the restraint effect of the running wheel on the main cable, making the main cable more stable when the span is changed, and can greatly improve the safety and stability when the span is changed.
  • variable-span cable-borne crane works with variable spans
  • the maximum safe transverse pushing or transverse pulling distance d of the variable-span jacking mechanism 31 should be maintained at d/ L ⁇ 10/100.
  • variable-span cable-carrying crane developed by the present invention does not require external force, and can perform the variable-span action by itself during construction, and has a significant effect on the practicability and application scope of the lifting cable-carrying crane.

Abstract

A variable-span cable crane, comprising a main beam (1). The middle of the main beam (1) is a cable lifting mechanism (2), and two ends of the main beam (1) are two wing beams (3); the cable lifting mechanism (2) is connected to steel strands (21) equipped with hoists; a variable-span pushing mechanism (31) is mounted on each wing beam (3) in a direction away from the main beam (1); a transverse sliding path (32) is provided at the lower end of each wing beam (3); transverse sliding seats (33) mate with the transverse sliding paths (32); the transverse sliding seats (33) are connected to the variable-span pushing mechanisms (31); a walking end beam (4) is connected below each transverse sliding seat (33); each walking end beam (4) comprises a support beam (41) and a plurality of sets of walking wheels (42); the support beams (41) are fixedly connected to the transverse sliding seats (33); the walking wheels (42) are mounted below the supporting beams (41); the walking wheels (42) are located above main cables (5) of a suspension bridge and work in conjunction to walk. By means of the configuration, no external force is needed, a span changing action can be carried out automatically during construction; the span changing action is scientific and stable, free of potential safety hazards, and suitable for installation of a suspension bridge having a variable gap between main cables, the practicability of a cable crane is improved, the use range is expanded, and an optimal lifting tool is provided for installation of a suspension bridge having a variable gap between main cables.

Description

一种变跨径缆载起重机A variable-span cable-carrying crane 技术领域technical field
本发明属于工程机械用缆载起重机领域,尤其涉及一种变跨径缆载起重机。The invention belongs to the field of cable-carrying cranes for construction machinery, in particular to a variable-span cable-carrying crane.
背景技术Background technique
随着世界桥梁的蓬勃发展,悬索桥和斜拉索桥得到广大运用。目前,国内悬索桥及斜拉索采用缆载起重机安装已经得到普及,但是变跨径缆载起重机尚无先例。因此,现有的缆载起重机均不具备变跨径功能,这导致很多复杂工程现场的需求不能满足,使缆载起重机的应用受限制,生产建设的效率受到影响。With the vigorous development of bridges in the world, suspension bridges and cable-stayed bridges are widely used. At present, the use of cable-mounted cranes for installation of suspension bridges and stay cables in China has become popular, but there is no precedent for variable-span cable-mounted cranes. Therefore, the existing cable-mounted cranes do not have the function of variable span, which leads to the inability to meet the needs of many complex engineering sites, restricts the application of cable-mounted cranes, and affects the efficiency of production and construction.
针对现有的缆载起重机无法实现变跨径的问题,本发明研发了一种变跨径缆载起重机,其无需外力,可在施工期间自行进行变跨径动作,对提升缆载起重机的实用性和适用范围效果显著。Aiming at the problem that the existing cable-mounted crane cannot realize the variable span, the present invention develops a variable-span cable-mounted crane, which does not require external force and can perform the span-changing action by itself during construction, which is practical for lifting the cable-mounted crane. The effect of performance and scope of application is remarkable.
技术问题technical problem
现有的缆载起重机均不具备变跨径功能,这导致很多复杂工程现场的需求不能满足,使缆载起重机的应用受限制,生产建设的效率受到影响。The existing cable-mounted cranes do not have the function of variable span, which leads to the inability to meet the needs of many complex engineering sites, restricts the application of cable-mounted cranes, and affects the efficiency of production and construction.
技术解决方案technical solutions
本发明开发了一种变跨径缆载起重机,无需外力,可在施工期间自行进行变跨径动作,而且变跨径动作科学、平稳,无安全隐患。The invention develops a variable-span cable-carrying crane, which does not require external force, and can perform the variable-span movement by itself during construction, and the variable-span movement is scientific, stable, and free of potential safety hazards.
一种变跨径缆载起重机,包括一个主梁1,所述主梁1的中部为缆载起重机构2,所述主梁1的两端为两个翼梁3;所述缆载起重机构2与装有吊具的钢绞线21相连;所述翼梁3远离所述主梁1的方向安装有变跨顶推机构31,所述翼梁3的下端设置有横移滑槽32,与所述横移滑槽32匹配有横移滑座33,所述横移滑座33与所述变跨顶推机构31相连;所述横移滑座33下方连接有行走端梁4,所述行走端梁4包括支撑梁41与多组走行轮42,所述支撑梁41与所述横移滑座33固定连接,所述走行轮42安装在所述支撑梁41下方;所述走行轮42在悬索桥主缆5上方并配合走行。A variable-span cable-carrying crane includes a main beam 1, the middle of the main beam 1 is a cable-carrying hoisting mechanism 2, and two ends of the main beam 1 are two wing beams 3; The weight mechanism 2 is connected with the steel strand 21 equipped with the hanger; the wing spar 3 is installed with a variable-span pushing mechanism 31 in the direction away from the main beam 1, and the lower end of the wing spar 3 is provided with a traverse chute 32. A transverse sliding seat 33 is matched with the transverse sliding chute 32, and the transverse sliding seat 33 is connected with the variable-span pushing mechanism 31; a walking end beam 4 is connected below the transverse sliding seat 33 , the walking end beam 4 includes a supporting beam 41 and a plurality of groups of running wheels 42, the supporting beam 41 is fixedly connected with the traverse sliding seat 33, and the running wheel 42 is installed under the supporting beam 41; the The running wheel 42 is above the main cable 5 of the suspension bridge and runs cooperatively.
进一步的,所述行走端梁4与所述横移滑座33采用销轴铰接。Further, the traveling end beam 4 and the traverse sliding seat 33 are hinged with pins.
进一步的,所述走行轮42为4组。Further, the running wheels 42 are 4 groups.
进一步的,所述变跨顶推机构31为横移油缸。Further, the variable span pushing mechanism 31 is a traverse oil cylinder.
进一步的,所述变跨顶推机构31使用同步控制平台,可以提高变跨径的安全度和平稳度。Further, the variable span pushing mechanism 31 uses a synchronous control platform, which can improve the safety and stability of the variable span.
上述设计应保证,所述行走端梁4前进距离为L时,所述变跨顶推机构31最大安全横推或横拉距离d应保持d/L≤3/100。The above design should ensure that when the advancing distance of the walking end beam 4 is L, the maximum safe transverse pushing or transverse pulling distance d of the variable-span pushing mechanism 31 should keep d/L≤3/100.
进一步的,所述走行轮42与所述主缆5之间设置有变位空间,走行过程中,保证在变跨径时,所述走行轮42相对所述主缆5的位移在变位空间之内。此项设计有助于提高变跨径时的安全度和平稳度,所述行走端梁4前进距离为L时,所述变跨顶推机构31最大安全横推或横拉距离d应保持d/L≤5/100。Further, a displacement space is set between the running wheel 42 and the main cable 5. During the running process, it is ensured that when the span is changed, the displacement of the running wheel 42 relative to the main cable 5 is within the displacement space. within. This design helps to improve the safety and stability when the span is changed. When the advancing distance of the walking end beam 4 is L, the maximum safe lateral pushing or lateral pulling distance d of the variable-span jacking mechanism 31 should be kept at d. /L≤5/100.
进一步的,所述行走端梁4与所述主梁1采用斜交设计,斜交角度设置为(最大跨径时所述主缆5切线与所述主梁1的夹角+最小跨径时所述主缆5切线与所述主梁1的夹角)/2。此项设计有助于提高变跨径时的安全度和平稳度,所述行走端梁4前进距离为L时,所述变跨顶推机构31最大安全横推或横拉距离d应保持d/L≤6/100。Further, the walking end beam 4 and the main beam 1 adopt an oblique design, and the oblique angle is set to (the angle between the tangent of the main cable 5 and the main beam 1 at the maximum span + the minimum span The angle between the tangent of the main cable 5 and the main beam 1)/2. This design helps to improve the safety and stability when the span is changed. When the advancing distance of the walking end beam 4 is L, the maximum safe lateral pushing or lateral pulling distance d of the variable-span jacking mechanism 31 should be kept at d. /L≤6/100.
进一步的,所述走行轮42中部设有一圈凸缘421,所述主缆5设有与所述凸缘421匹配的凹槽51。此项设计能进一步提高变跨径时的安全度和平稳度,所述行走端梁4前进距离为L时,所述变跨顶推机构31最大安全横推或横拉距离d应保持d/L≤10/100。Further, a ring of flanges 421 is provided in the middle of the running wheel 42 , and the main cable 5 is provided with a groove 51 matching the flanges 421 . This design can further improve the safety and stability when changing the span. When the advancing distance of the walking end beam 4 is L, the maximum safe transverse pushing or transverse pulling distance d of the variable-span pushing mechanism 31 should be maintained at d/ L≤10/100.
有益效果beneficial effect
本发明的有益效果:Beneficial effects of the present invention:
1、本发明提供一种变跨径缆载起重机,无需外力,可在施工期间自行进行变跨径动作,而且变跨径动作科学、平稳,无安全隐患,适用于主缆间距变化的悬索桥安装,提高了缆载起重机的实用性,扩大了使用范围,为主缆间距变化的悬索桥安装提供了最佳的起重工具;1. The present invention provides a variable-span cable-carrying crane, which does not require external force, and can perform the variable-span action during construction by itself, and the variable-span action is scientific, stable, and has no potential safety hazards. It is suitable for the installation of suspension bridges with changing main cable spacing. , improve the practicability of the cable-mounted crane, expand the scope of use, and provide the best lifting tool for the installation of the suspension bridge with the change of the main cable spacing;
2、本发明通过设置横移滑槽和横移滑座,以及与横移滑座相连的变跨顶推机构,实现了与横移滑座相连的行走端梁可以变跨径;2. The present invention realizes that the walking end beam connected with the traverse sliding seat can change the span by setting the traverse sliding groove, the traverse sliding seat, and the variable-span pushing mechanism connected with the traverse sliding seat;
3、变跨顶推机构使用同步控制平台可以保证本发明变跨径缆载起重机在变跨径时受力均匀、重心平稳,可以提高变跨径的安全度和平稳度;3. The use of a synchronous control platform for the variable-span jacking mechanism can ensure that the variable-span cable-carrying crane of the present invention is uniformly stressed and the center of gravity is stable during the variable-span, which can improve the safety and stability of the variable-span;
4、在走行轮与主缆之间设置有变位空间,可以保证变跨径时,走行轮相对主缆的位移在变位空间之内,使走行轮与主缆不会脱离,同时能相对的提升变跨顶推机构的横推或横拉距离,提高了变跨径时的安全度和平稳度,以及变跨径的效率;4. There is a displacement space between the running wheel and the main cable, which can ensure that when the span is changed, the displacement of the running wheel relative to the main cable is within the displacement space, so that the running wheel and the main cable will not be separated, and can be relative to each other. The horizontal push or horizontal pull distance of the lifting and variable span jacking mechanism is improved, which improves the safety and stability of the variable span, as well as the efficiency of the variable span;
5、行走端梁与主梁采用斜交设计,斜交角度设置为(最大跨径时所述主缆5切线与所述主梁1的夹角+最小跨径时所述主缆5切线与所述主梁1的夹角)/2,此项设计有助于提升变跨顶推机构的横推或横拉距离,提高了变跨径时的安全度和平稳度,以及变跨径的效率;5. The walking end beam and the main beam adopt the oblique design, and the oblique angle is set to (the angle between the tangent line of the main cable 5 and the main beam 1 at the maximum span + the tangent line of the main cable 5 and the main beam 1 at the minimum span. The included angle of the main beam 1)/2, this design helps to improve the lateral push or lateral pull distance of the variable span jacking mechanism, improve the safety and stability when the span is changed, and the efficiency;
6、走行轮中部设有一圈凸缘,主缆设有与凸缘匹配的凹槽,变跨径时,走行轮与主缆之间连接紧密,此项设计能进一步提升变跨顶推机构的横推或横拉距离,提高了变跨径时的安全度和平稳度,以及变跨径的效率。6. There is a flange in the middle of the running wheel, and the main cable is provided with a groove matching the flange. When the span is changed, the running wheel and the main cable are tightly connected. This design can further improve the efficiency of the variable-span push mechanism. The transverse push or transverse pull distance improves the safety and stability when changing the span, as well as the efficiency of changing the span.
附图说明Description of drawings
图1为本发明变跨径缆载起重机的总体图;Fig. 1 is the general view of the variable-span cable-carrying crane of the present invention;
图2为本发明横移滑槽和横移滑座的组装图;Fig. 2 is the assembly diagram of the traverse chute and the traverse sliding seat of the present invention;
图3为本发明横移滑槽的截面图;Fig. 3 is the sectional view of the traverse chute of the present invention;
图4为本发明横移滑座的截面图;Fig. 4 is the sectional view of the traverse sliding seat of the present invention;
图5为本发明行走端梁前进L时变跨径的状态图;Fig. 5 is the state diagram of the variable span when the walking end beam of the present invention advances L;
图6为本发明实施例1行走端梁与主缆的工作图;6 is a working diagram of the walking end beam and the main cable in Embodiment 1 of the present invention;
图7为本发明实施例2行走端梁与主缆的工作图;7 is a working diagram of the walking end beam and the main cable in Embodiment 2 of the present invention;
图8为本发明实施例3行走端梁与主梁的斜交图;Fig. 8 is the oblique intersection view of the walking end beam and the main beam in Embodiment 3 of the present invention;
图9为本发明变跨径缆载起重机最大跨径时主缆切线与主梁的夹角示意图;9 is a schematic diagram of the included angle between the tangent line of the main cable and the main beam when the variable-span cable-carrying crane of the present invention has a maximum span;
图10为本发明变跨径缆载起重机最大跨径时主缆切线与主梁的夹角放大图;10 is an enlarged view of the angle between the main cable tangent and the main beam when the variable-span cable-carrying crane of the present invention has a maximum span;
图11为本发明变跨径缆载起重机最小跨径时主缆切线与主梁的夹角示意图;11 is a schematic diagram of the angle between the main cable tangent and the main beam when the minimum span of the variable-span cable-carrying crane of the present invention;
图12为本发明变跨径缆载起重机最小跨径时主缆切线与主梁的夹角放大图;Figure 12 is an enlarged view of the angle between the main cable tangent and the main beam when the variable-span cable-carrying crane of the present invention has a minimum span;
图13为本发明实施例4走行轮与主缆的工作图;Figure 13 is a working diagram of the running wheel and the main cable according to Embodiment 4 of the present invention;
图中,1-主梁,2-缆载起重机构,21-钢绞线,3-翼梁,31-变跨顶推机构,32-横移滑槽,33-横移滑座,4-行走端梁,41-支撑梁,42-走行轮,421-凸缘,5-主缆,51-凹槽In the figure, 1-main beam, 2-cable lifting mechanism, 21-steel strand, 3-wing spar, 31-variable span jacking mechanism, 32-traverse chute, 33-traverse sliding seat, 4 - Travel end beam, 41 - Support beam, 42 - Travel wheel, 421 - Flange, 5 - Main cable, 51 - Groove
本发明的最佳实施方式BEST MODE FOR CARRYING OUT THE INVENTION
一种变跨径缆载起重机,如图1,包括一个主梁1,所述主梁1的中部为缆载起重机构2,所述主梁1的两端为两个翼梁3;所述缆载起重机构2与装有吊具的钢绞线21相连;所述翼梁3远离所述主梁1的方向安装有变跨顶推机构31,所述翼梁3的下端设置有横移滑槽32,如图3,与所述横移滑槽32匹配有横移滑座33,如图4,所述横移滑座33与所述变跨顶推机构31相连;所述横移滑座33下方连接有行走端梁4,所述行走端梁4包括支撑梁41与多组走行轮42,所述支撑梁41与所述横移滑座33固定连接,所述走行轮42安装在所述支撑梁41下方;所述走行轮42在悬索桥主缆5上方并配合走行。A variable-span cable-carrying crane, as shown in Figure 1, includes a main beam 1, the middle of the main beam 1 is a cable-carrying hoisting mechanism 2, and the two ends of the main beam 1 are two wing beams 3; The cable-carrying hoisting mechanism 2 is connected with the steel strand 21 equipped with the sling; the wing spar 3 is installed with a variable span pushing mechanism 31 in the direction away from the main beam 1, and the lower end of the wing spar 3 is provided with a The traverse chute 32, as shown in FIG. 3, is matched with the traverse chute 32 with a traverse sliding seat 33, as shown in FIG. 4, the traverse sliding seat 33 is connected with the variable span pushing mechanism 31; the A traveling end beam 4 is connected below the traverse sliding seat 33, and the traveling end beam 4 includes a supporting beam 41 and a plurality of groups of traveling wheels 42. The supporting beam 41 is fixedly connected with the traversing sliding seat 33, and the traveling wheels 42 is installed under the support beam 41; the running wheel 42 is above the main cable 5 of the suspension bridge and runs cooperatively.
所述行走端梁4与所述横移滑座33采用销轴铰接,所述走行轮42为4组,所述变跨顶推机构31为横移油缸。The traveling end beam 4 and the traverse sliding seat 33 are hinged with a pin shaft, the traveling wheels 42 are four groups, and the variable span pushing mechanism 31 is a traverse oil cylinder.
所述变跨顶推机构31使用同步控制平台,可以提高变跨径的安全度和平稳度。The variable span pushing mechanism 31 uses a synchronous control platform, which can improve the safety and stability of the variable span.
所述走行轮42中部设有一圈凸缘421,所述主缆5设有与所述凸缘421匹配的凹槽51。A flange 421 is provided in the middle of the running wheel 42 , and the main cable 5 is provided with a groove 51 matching the flange 421 .
本发明的实施方式Embodiments of the present invention
实施例1Example 1
一种变跨径缆载起重机,如图1,包括一个主梁1,所述主梁1的中部为缆载起重机构2,所述主梁1的两端为两个翼梁3;所述缆载起重机构2与装有吊具的钢绞线21相连;所述翼梁3远离所述主梁1的方向安装有变跨顶推机构31,所述翼梁3的下端设置有横移滑槽32,如图3,与所述横移滑槽32匹配有横移滑座33,如图4,所述横移滑座33与所述变跨顶推机构31相连;所述横移滑座33下方连接有行走端梁4,所述行走端梁4包括支撑梁41与多组走行轮42,所述支撑梁41与所述横移滑座33固定连接,所述走行轮42安装在所述支撑梁41下方;所述走行轮42在悬索桥主缆5上方并配合走行。A variable-span cable-carrying crane, as shown in Figure 1, includes a main beam 1, the middle of the main beam 1 is a cable-carrying hoisting mechanism 2, and the two ends of the main beam 1 are two wing beams 3; The cable-carrying hoisting mechanism 2 is connected with the steel strand 21 equipped with the sling; the wing spar 3 is installed with a variable span pushing mechanism 31 in the direction away from the main beam 1, and the lower end of the wing spar 3 is provided with a The traverse chute 32, as shown in FIG. 3, is matched with the traverse chute 32 with a traverse sliding seat 33, as shown in FIG. 4, the traverse sliding seat 33 is connected with the variable span pushing mechanism 31; the A traveling end beam 4 is connected below the traverse sliding seat 33, and the traveling end beam 4 includes a supporting beam 41 and a plurality of groups of traveling wheels 42. The supporting beam 41 is fixedly connected with the traversing sliding seat 33, and the traveling wheels 42 is installed under the support beam 41; the running wheel 42 is above the main cable 5 of the suspension bridge and runs cooperatively.
所述行走端梁4与所述横移滑座33采用销轴铰接,所述走行轮42为4组,所述变跨顶推机构31为横移油缸。The traveling end beam 4 and the traverse sliding seat 33 are hinged with a pin shaft, the traveling wheels 42 are four groups, and the variable span pushing mechanism 31 is a traverse oil cylinder.
所述变跨顶推机构31使用同步控制平台,可以提高变跨径的安全度和平稳度。The variable span pushing mechanism 31 uses a synchronous control platform, which can improve the safety and stability of the variable span.
工作时,走行轮42落位于主缆5上,在需要变跨径时,通过变跨顶推机构31对连接的横移滑座33进行横推或横拉,横移滑座33在横移滑槽32内移动,如图2;同时,与横移滑座33连接的行走端梁4有外推或内收的动作,由于主缆5与行走端梁4的走行轮42卡接严密,具有一定的卡位效果,如图6,所以主缆5随行走端梁4的动作而外推或内收,以此达到变跨径的作用。变跨径完成后,缆载起重机构通过钢绞线进行起重。During operation, the running wheel 42 is placed on the main cable 5, and when the span needs to be changed, the connected traverse slide 33 is pushed or pulled horizontally by the span-change push mechanism 31, and the traverse slide 33 is traversing. The chute 32 moves inward, as shown in Figure 2; at the same time, the traveling end beam 4 connected with the traverse sliding seat 33 has the action of pushing out or retracting. It has a certain locking effect, as shown in Figure 6, so the main cable 5 is pushed outward or retracted with the action of the walking end beam 4, so as to achieve the effect of changing the span. After the span change is completed, the cable-carrying hoisting mechanism is hoisted through steel strands.
如图5,上述变跨径缆载起重机工作时,初始状态的跨径为B1,通过变跨顶推机构31的横拉动作,横拉距离为d,在变跨径缆载起重机前进L距离后,其状态为跨径为B2,其中有:As shown in Fig. 5, when the above-mentioned variable-span cable-borne crane is working, the initial state span is B1. Through the horizontal pulling action of the variable-span jacking mechanism 31, the horizontal pulling distance is d, and when the variable-span cable-borne crane moves forward L distance After that, its state is span B2, which has:
d=(B1-B2)/2d=(B1-B2)/2
经过大量实验,上述变跨径缆载起重机变跨径工作时,所述行走端梁4前进距离为L时,所述变跨顶推机构31最大安全横推或横拉距离d应保持d/L≤3/100。在这个范围内,主缆不会脱离走行轮的限制,而且变跨径动作平稳、安全。After a large number of experiments, when the above-mentioned variable-span cable-borne crane works with variable spans, when the advancing distance of the walking end beam 4 is L, the maximum safe transverse pushing or transverse pulling distance d of the variable-span jacking mechanism 31 should be maintained at d/ L≤3/100. Within this range, the main cable will not break away from the limitation of the running wheel, and the span-changing action is smooth and safe.
实施例2Example 2
在实施例1的基础上,一种变跨径缆载起重机,所述走行轮42与所述主缆5之间设置有变位空间,走行过程中,保证在变跨径时,所述走行轮42相对所述主缆5的位移在变位空间之内,如图7。On the basis of Embodiment 1, a variable-span cable-mounted crane is provided, and a displacement space is set between the running wheel 42 and the main cable 5. During the running process, it is ensured that when the span is changed, the running The displacement of the wheel 42 relative to the main cable 5 is within the displacement space, as shown in FIG. 7 .
本实施例改变了实施例1走行轮与主缆严密配合的设计,而是在走行轮与主缆之间设置有变位空间,此项设计有助于提高变跨径时的安全度和平稳度。In this embodiment, the design of the tight cooperation between the running wheel and the main cable in the first embodiment is changed, but a displacement space is set between the running wheel and the main cable. This design helps to improve the safety and stability when changing the span. Spend.
经过大量实验,上述变跨径缆载起重机变跨径工作时,所述行走端梁4前进距离为L时,所述变跨顶推机构31最大安全横推或横拉距离d应保持d/L≤5/100。相对于实施例1,本实施例主缆更不易于脱离走行轮的限制,所以变跨顶推机构的最大安全横推或横拉距离得到相应的提升。After a large number of experiments, when the above-mentioned variable-span cable-borne crane works with variable spans, when the advancing distance of the walking end beam 4 is L, the maximum safe transverse pushing or transverse pulling distance d of the variable-span jacking mechanism 31 should be maintained at d/ L≤5/100. Compared with Embodiment 1, in this embodiment, the main cable is less likely to escape from the limitation of the running wheel, so the maximum safe transverse pushing or transverse pulling distance of the variable-span pushing mechanism is correspondingly increased.
实施例3Example 3
在实施例1的基础上,一种变跨径缆载起重机,所述行走端梁4与所述主梁1采用斜交设计,斜交角度设置为(最大跨径时所述主缆5切线与所述主梁1的夹角+最小跨径时所述主缆5切线与所述主梁1的夹角)/2。On the basis of Example 1, a variable-span cable-carrying crane, the walking end beam 4 and the main beam 1 adopt a skew design, and the skew angle is set to (when the maximum span is the tangent of the main cable 5 The included angle with the main beam 1 + the included angle between the tangent line of the main cable 5 and the main beam 1 at the minimum span)/2.
如图8,行走端梁4与主梁1斜交角度为θ;As shown in Figure 8, the oblique angle between the walking end beam 4 and the main beam 1 is θ;
如图9和图10,最大跨径时主缆5切线与主梁1的夹角为α;As shown in Figure 9 and Figure 10, the angle between the tangent line of the main cable 5 and the main beam 1 is α when the maximum span is reached;
如图11和图12,最小跨径时主缆5切线与主梁1的夹角为β;As shown in Figure 11 and Figure 12, the angle between the tangent line of the main cable 5 and the main beam 1 is β at the minimum span;
设置:set up:
θ=(α+β)/2θ=(α+β)/2
此项设计减少了主缆相对于行走端梁的横向位移,也减小了变跨径时主缆的横向应力,有助于提高变跨径时的安全度和平稳度。This design reduces the lateral displacement of the main cable relative to the walking end beam, and also reduces the lateral stress of the main cable when the span is changed, which helps to improve the safety and stability when the span is changed.
经过大量实验,上述变跨径缆载起重机变跨径工作时,所述行走端梁4前进距离为L时,所述变跨顶推机构31最大安全横推或横拉距离d应保持d/L≤6/100。After a large number of experiments, when the above-mentioned variable-span cable-borne crane works with variable spans, when the advancing distance of the walking end beam 4 is L, the maximum safe transverse pushing or transverse pulling distance d of the variable-span jacking mechanism 31 should be maintained at d/ L≤6/100.
实施例4Example 4
在实施例1的基础上,一种变跨径缆载起重机,所述走行轮42中部设有一圈凸缘421,所述主缆5设有与所述凸缘421匹配的凹槽51,如图13。On the basis of Embodiment 1, a variable-span cable-carrying crane is provided, a ring of flanges 421 is provided in the middle of the traveling wheel 42, and the main cable 5 is provided with a groove 51 matching the flanges 421, such as Figure 13.
此项设计可以极大的提升走行轮对主缆的约束作用,使得变跨径时主缆更为稳定,能极大的提高变跨径时的安全度和平稳度。This design can greatly enhance the restraint effect of the running wheel on the main cable, making the main cable more stable when the span is changed, and can greatly improve the safety and stability when the span is changed.
经过大量实验,上述变跨径缆载起重机变跨径工作时,所述行走端梁4前进距离为L时,所述变跨顶推机构31最大安全横推或横拉距离d应保持d/L≤10/100。After a large number of experiments, when the above-mentioned variable-span cable-borne crane works with variable spans, when the advancing distance of the walking end beam 4 is L, the maximum safe transverse pushing or transverse pulling distance d of the variable-span jacking mechanism 31 should be maintained at d/ L≤10/100.
最后:以上所述仅为本发明的优选实施例而已,并不用于限制本发明,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。Finally: the above is only the preferred embodiment of the present invention, and is not intended to limit the present invention. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention should be included in the present invention. within the scope of protection.
工业实用性Industrial Applicability
本发明研发的一种变跨径缆载起重机,其无需外力,可在施工期间自行进行变跨径动作,对提升缆载起重机的实用性和适用范围效果显著。The variable-span cable-carrying crane developed by the present invention does not require external force, and can perform the variable-span action by itself during construction, and has a significant effect on the practicability and application scope of the lifting cable-carrying crane.
序列表自由内容Sequence Listing Free Content
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Claims (10)

  1. 一种变跨径缆载起重机,其特征在于:所述变跨径缆载起重机包括一个主梁(1),所述主梁(1)的中部为缆载起重机构(2),所述主梁(1)的两端为两个翼梁(3);所述缆载起重机构(2)与装有吊具的钢绞线(21)相连;所述翼梁(3)远离所述主梁(1)的方向安装有变跨顶推机构(31),所述翼梁(3)的下端设置有横移滑槽(32),与所述横移滑槽(32)匹配有横移滑座(33),所述横移滑座(33)与所述变跨顶推机构(31)相连;所述横移滑座(33)下方连接有行走端梁(4),所述行走端梁(4)包括支撑梁(41)与多组走行轮(42),所述支撑梁(41)与所述横移滑座(33)固定连接,所述走行轮(42)安装在所述支撑梁(41)下方;所述走行轮(42)在悬索桥主缆(5)上方并配合走行。A variable-span cable-carrying crane, characterized in that the variable-span cable-carrying crane comprises a main beam (1), the middle of the main beam (1) is a cable-carrying hoisting mechanism (2), and the The two ends of the main beam (1) are two wing spars (3); the cable-carrying hoisting mechanism (2) is connected with the steel strand (21) equipped with a spreader; the wing spars (3) are far away from the A variable span pushing mechanism (31) is installed in the direction of the main beam (1), and the lower end of the wing spar (3) is provided with a traverse chute (32), which is matched with the traverse chute (32). A traverse sliding seat (33) is connected with the variable span pushing mechanism (31); a walking end beam (4) is connected below the traverse sliding seat (33), so The walking end beam (4) includes a supporting beam (41) and a plurality of groups of running wheels (42), the supporting beam (41) is fixedly connected with the traverse sliding seat (33), and the running wheels (42) are installed Below the support beam (41); the running wheel (42) is above the main cable (5) of the suspension bridge and runs cooperatively.
  2. 一种如权利要求1所述的变跨径缆载起重机,其特征在于:所述行走端梁(4)与所述横移滑座(33)采用销轴铰接,所述走行轮(42)为4组,所述变跨顶推机构(31)为横移油缸。A variable-span cable-carrying crane according to claim 1, characterized in that: the traveling end beam (4) and the traverse sliding seat (33) are hinged with a pin shaft, and the traveling wheel (42) There are 4 groups, and the variable-span pushing mechanism (31) is a traverse oil cylinder.
  3. 一种如权利要求1所述的变跨径缆载起重机,其特征在于:所述变跨顶推机构(31)使用同步控制平台。A variable-span cable-carrying crane according to claim 1, characterized in that: the variable-span jacking mechanism (31) uses a synchronous control platform.
  4. 一种如权利要求1-3任意一项所述的变跨径缆载起重机,其特征在于:所述行走端梁(4)前进距离为L时,所述变跨顶推机构(31)最大安全横推或横拉距离d应保持d/L≤3/100。A variable-span cable-carrying crane according to any one of claims 1-3, characterized in that: when the advancing distance of the walking end beam (4) is L, the variable-span jacking mechanism (31) is the largest The safe transverse push or transverse pull distance d should keep d/L≤3/100.
  5. 一种如权利要求1所述的变跨径缆载起重机,其特征在于:所述走行轮(42)与所述主缆(5)之间设置有变位空间,走行过程中,保证在变跨径时,所述走行轮(42)相对所述主缆(5)的位移在变位空间之内。A variable-span cable-mounted crane according to claim 1, characterized in that: a displacement space is set between the running wheel (42) and the main cable (5), and during the running process, it is ensured During the span, the displacement of the running wheel (42) relative to the main cable (5) is within the displacement space.
  6. 一种如权利要求5所述的变跨径缆载起重机,其特征在于:所述行走端梁(4)前进距离为L时,所述变跨顶推机构(31)最大安全横推或横拉距离d应保持d/L≤5/100。A variable-span cable-carrying crane according to claim 5, characterized in that: when the traveling end beam (4) moves forward with a distance of L, the variable-span jacking mechanism (31) can push horizontally or horizontally for maximum safety. The pulling distance d should keep d/L≤5/100.
  7. 一种如权利要求1所述的变跨径缆载起重机,其特征在于:所述行走端梁(4)与所述主梁(1)采用斜交设计,斜交角度设置为(最大跨径时所述主缆(5)切线与所述主梁(1)的夹角+最小跨径时所述主缆(5)切线与所述主梁(1)的夹角)/2。A variable-span cable-carrying crane according to claim 1, characterized in that: the walking end beam (4) and the main beam (1) adopt a skew design, and the skew angle is set to (maximum span the angle between the tangent of the main cable (5) and the main beam (1) + the angle between the tangent of the main cable (5) and the main beam (1) at the minimum span)/2.
  8. 一种如权利要求7所述的变跨径缆载起重机,其特征在于:所述行走端梁(4)前进距离为L时,所述变跨顶推机构(31)最大安全横推或横拉距离d应保持d/L≤6/100。A variable-span cable-carrying crane according to claim 7, characterized in that: when the traveling end beam (4) moves forward with a distance of L, the variable-span jacking mechanism (31) can push horizontally or horizontally with maximum safety. The pulling distance d should keep d/L≤6/100.
  9. 一种如权利要求1所述的变跨径缆载起重机,其特征在于:所述走行轮(42)中部设有一圈凸缘(421),所述主缆(5)设有与所述凸缘(421)匹配的凹槽(51)。A variable-span cable-carrying crane according to claim 1, characterized in that: a ring of flanges (421) is arranged in the middle of the running wheel (42), and the main cable (5) is arranged with the flange (421) Rim (421) matches groove (51).
  10. 一种如权利要求9所述的变跨径缆载起重机,其特征在于:所述行走端梁(4)前进距离为L时,所述变跨顶推机构(31)最大安全横推或横拉距离d应保持d/L≤10/100。A variable-span cable-carrying crane according to claim 9, characterized in that: when the traveling end beam (4) moves forward with a distance of L, the variable-span jacking mechanism (31) can push horizontally or horizontally for maximum safety. The pulling distance d should keep d/L≤10/100.
PCT/CN2021/107603 2020-12-11 2021-07-21 Variable-span cable crane WO2022121320A1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116239005A (en) * 2023-05-12 2023-06-09 贵州省公路工程集团有限公司 Sideslip assembly for cable hoisting and installation method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112551360A (en) * 2020-12-11 2021-03-26 中铁九桥工程有限公司 Variable-span cable-mounted crane

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20130047790A1 (en) * 2011-08-29 2013-02-28 Verizon Patent And Licensing Inc. Variable-span multi-blade screwdriver
US20140251936A1 (en) * 2013-03-06 2014-09-11 Mark Carney Bridge span replacement system
CN205000255U (en) * 2015-09-10 2016-01-27 深圳市深安企业有限公司 Fluid pressure type suspension bridge construction girder steel cable carries loop wheel machine
CN206438353U (en) * 2016-10-10 2017-08-25 中铁上海工程局集团有限公司 A kind of traveling process becomes across track-laying machine automatically
CN206634933U (en) * 2017-03-31 2017-11-14 陕西铁路工程职业技术学院 A kind of subway work can continuously become across portal gantry structure
CN208413686U (en) * 2018-07-25 2019-01-22 河南正大起重设备有限公司 A kind of lifting beam machine becoming span
CN112551360A (en) * 2020-12-11 2021-03-26 中铁九桥工程有限公司 Variable-span cable-mounted crane

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20130047790A1 (en) * 2011-08-29 2013-02-28 Verizon Patent And Licensing Inc. Variable-span multi-blade screwdriver
US20140251936A1 (en) * 2013-03-06 2014-09-11 Mark Carney Bridge span replacement system
CN205000255U (en) * 2015-09-10 2016-01-27 深圳市深安企业有限公司 Fluid pressure type suspension bridge construction girder steel cable carries loop wheel machine
CN206438353U (en) * 2016-10-10 2017-08-25 中铁上海工程局集团有限公司 A kind of traveling process becomes across track-laying machine automatically
CN206634933U (en) * 2017-03-31 2017-11-14 陕西铁路工程职业技术学院 A kind of subway work can continuously become across portal gantry structure
CN208413686U (en) * 2018-07-25 2019-01-22 河南正大起重设备有限公司 A kind of lifting beam machine becoming span
CN112551360A (en) * 2020-12-11 2021-03-26 中铁九桥工程有限公司 Variable-span cable-mounted crane

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116239005A (en) * 2023-05-12 2023-06-09 贵州省公路工程集团有限公司 Sideslip assembly for cable hoisting and installation method thereof
CN116239005B (en) * 2023-05-12 2023-07-18 贵州省公路工程集团有限公司 Sideslip assembly for cable hoisting and installation method thereof

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