CN118545610A - A quay crane crossing mechanism - Google Patents
A quay crane crossing mechanism Download PDFInfo
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- CN118545610A CN118545610A CN202411017431.9A CN202411017431A CN118545610A CN 118545610 A CN118545610 A CN 118545610A CN 202411017431 A CN202411017431 A CN 202411017431A CN 118545610 A CN118545610 A CN 118545610A
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- ladder frame
- sea
- pulley block
- sea side
- bridge crossing
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C5/00—Base supporting structures with legs
- B66C5/02—Fixed or travelling bridges or gantries, i.e. elongated structures of inverted L or of inverted U shape or tripods
- B66C5/08—Fixed or travelling bridges or gantries, i.e. elongated structures of inverted L or of inverted U shape or tripods with vertically invlinable runways or tracks
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66D—CAPSTANS; WINCHES; TACKLES, e.g. PULLEY BLOCKS; HOISTS
- B66D1/00—Rope, cable, or chain winding mechanisms; Capstans
- B66D1/60—Rope, cable, or chain winding mechanisms; Capstans adapted for special purposes
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66D—CAPSTANS; WINCHES; TACKLES, e.g. PULLEY BLOCKS; HOISTS
- B66D3/00—Portable or mobile lifting or hauling appliances
- B66D3/04—Pulley blocks or like devices in which force is applied to a rope, cable, or chain which passes over one or more pulleys, e.g. to obtain mechanical advantage
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
本发明公开了一种岸桥过桥机构,涉及起重机械技术领域,包括后大梁和前大梁,所述后大梁上设置有海侧上横梁一,所述海侧上横梁一陆侧面布置有卷扬机和海侧梯形架,在海侧梯形架顶部横梁陆侧面布置有滑轮组二,前大梁绕着后大梁铰点逐渐扬起,当前大梁头部和海侧梯形架处于同一水平位置时,岸桥达到过桥状态,待过桥后或装卸船抵达目的港码头后再通过卷扬机反向放钢丝绳将海侧梯形架及前大梁放置到位,整个岸桥上部结构放到位后拆除卷扬机和整个缠绕系统,完成过桥工序,该机构主要解决小型岸桥过桥的限高问题,对岸桥交机周期影响小,过桥工装布置简单,无需单独设置工装撑杆,成本大幅降低。
The invention discloses a bridge crossing mechanism for a quay crane, which relates to the technical field of lifting machinery, and comprises a rear beam and a front beam, wherein the rear beam is provided with a sea side upper cross beam 1, and a winch and a sea side ladder frame are arranged on the land side of the sea side upper cross beam 1, and a pulley block 2 is arranged on the land side of the top cross beam of the sea side ladder frame, and the front beam is gradually raised around the hinge point of the rear beam, and when the head of the front beam and the sea side ladder frame are at the same horizontal position, the quay crane reaches a bridge crossing state, and after the bridge crossing or after the loading and unloading ship arrives at the destination port terminal, the winch is used to reversely release the wire rope to put the sea side ladder frame and the front beam in place, and after the entire quay crane upper structure is put in place, the winch and the entire winding system are dismantled to complete the bridge crossing process, and the mechanism mainly solves the height limit problem of small quay crane crossing, has little impact on the delivery cycle of the quay crane, and has simple arrangement of bridge crossing tooling, no need to separately set tooling support rods, and greatly reduces the cost.
Description
技术领域Technical Field
本发明涉及起重机械技术领域,特别涉及一种岸桥过桥机构。The invention relates to the technical field of lifting machinery, and in particular to a quay crane crossing mechanism.
背景技术Background Art
岸桥装卸船在内港航道航行时,经常会需要穿过跨海大桥或越江电缆等高空障碍物,为了能够使岸桥整机顺利通过这些高空障碍物,通常会采用将上部结构整体放低或梯形架向海侧倾倒等方式以降低通航高度,上部结构整体放低方案是在装船前通过特殊提升工装将岸桥的上部结构整体降低运输,待运抵目的港码头卸船后再将岸桥上部结构提升到位,该种方式在上部结构提升到位后需要重新进行电气调试,交机周期较长,工装布置较复杂;When the quay crane loading and unloading ship is sailing in the inner harbor channel, it often needs to pass through high-altitude obstacles such as cross-sea bridges or cross-river cables. In order to enable the quay crane to pass these high-altitude obstacles smoothly, the upper structure is usually lowered as a whole or the ladder frame is tilted to the sea side to reduce the navigation height. The upper structure lowering solution is to lower the upper structure of the quay crane as a whole for transportation through special lifting tooling before loading, and then lift the upper structure of the quay crane into place after arriving at the destination port for unloading. This method requires re-electrical debugging after the upper structure is lifted into place, the delivery cycle is long, and the tooling layout is complicated;
梯形架海侧倾倒方案是将海侧梯形架和后撑管设计为铰接形式,在海陆侧梯形架顶布置滑轮,在岸桥底部结构或装卸船甲板上布置牵引装置,过桥前通过牵引装置将海侧梯形架放低,待抵达目的港码头后将梯形架拉起装配好,该种方式在梯形架向海侧倾倒时为了支撑前大梁需要在前大梁和海侧门腿之间布置强壮的工装撑杆,制造成本高,工装撑杆拆装也不方便。The solution for the sea side dumping of the ladder frame is to design the sea side ladder frame and the rear support pipe to be hinged, arrange a pulley on the top of the sea and land side ladder frame, arrange a traction device on the bottom structure of the quay crane or on the deck of the loading and unloading ship, lower the sea side ladder frame by the traction device before crossing the bridge, and pull up and assemble the ladder frame after arriving at the destination port terminal. In this way, in order to support the front beam when the ladder frame dumps to the sea side, it is necessary to arrange a strong tooling support rod between the front beam and the sea side door leg, which has high manufacturing cost and is inconvenient to disassemble and assemble the tooling support rod.
发明内容Summary of the invention
针对现有技术的不足,本发明提供了一种岸桥过桥机构,解决了现有的岸桥过桥机构存在着交机周期较长,工装布置较复杂,采用在前大梁和海侧门腿之间布置强壮的工装撑杆,制造成本高,工装撑杆拆装也不方便的技术问题,该岸桥过桥机构通过钢丝绳的收放来实现海侧梯形架向陆侧倾倒,海侧梯形架向陆侧倾倒时一方面牵动拉杆一和前大梁运动,另一方面海侧梯形架后撑管两连杆相互折叠,海侧梯形架绕着海侧梯形架和海侧上横梁一连接铰点倾倒,前大梁绕着后大梁铰点逐渐扬起,当前大梁头部和海侧梯形架处于同一水平位置时,岸桥达到过桥状态,待过桥后或装卸船抵达目的港码头后再通过卷扬机反向放钢丝绳将海侧梯形架及前大梁放置到位,整个岸桥上部结构放到位后拆除卷扬机和整个缠绕系统,完成过桥工序,该机构主要解决小型岸桥过桥的限高问题,对岸桥交机周期影响小,过桥工装布置简单,无需单独设置工装撑杆,成本大幅降低,滑轮组一和滑轮组二均通过滑轮组连板一和均衡轴连接,均衡轴通过均衡轴连板二和海侧梯形架上的耳板二连接,滑轮组(滑轮组一和滑轮组二)的载荷通过多级分散形式传递到海侧梯形架上的耳板二上,一方面承载更加均衡,另一方面紧凑的耳板二布局有利于降低轴的弯矩。In view of the deficiencies in the prior art, the present invention provides a shore crane crossing mechanism, which solves the technical problems of the prior shore crane crossing mechanism, such as long delivery cycle, complex tooling arrangement, high manufacturing cost and inconvenient assembly and disassembly of the tooling arrangement due to the strong tooling struts arranged between the front beam and the sea side door legs. The shore crane crossing mechanism realizes the tilting of the sea side ladder frame toward the land side by the retraction and release of the wire rope. When the sea side ladder frame tilts toward the land side, on the one hand, it drives the pull rod 1 and the front beam to move, and on the other hand, the two connecting rods of the rear support pipe of the sea side ladder frame fold with each other. The sea side ladder frame tilts around the connection hinge point between the sea side ladder frame and the sea side upper cross beam 1, and the front beam gradually rises around the hinge point of the rear beam. When the front beam head and the sea side ladder frame are at the same horizontal position, the shore crane reaches the crossing state, and the bridge is ready to be crossed. After the loading and unloading ship arrives at the destination port terminal, the winch is used to release the wire rope in the reverse direction to put the sea side ladder frame and the front beam into place. After the entire shore crane superstructure is in place, the winch and the entire winding system are removed to complete the bridge crossing process. This mechanism mainly solves the height limit problem of small shore cranes crossing the bridge, and has a small impact on the shore crane delivery cycle. The bridge crossing tooling is simple to arrange, and there is no need to set up tooling struts separately, which greatly reduces the cost. Pulley block 1 and pulley block 2 are connected to the balancing shaft through the pulley block connecting plate 1, and the balancing shaft is connected to the ear plate 2 on the sea side ladder frame through the balancing shaft connecting plate 2. The load of the pulley block (pulley block 1 and pulley block 2) is transmitted to the ear plate 2 on the sea side ladder frame in a multi-stage dispersed form. On the one hand, the load is more balanced, and on the other hand, the compact layout of the ear plate 2 is conducive to reducing the bending moment of the shaft.
为实现以上目的,本发明通过以下技术方案予以实现:To achieve the above objectives, the present invention is implemented through the following technical solutions:
一种岸桥过桥机构,包括后大梁和前大梁,所述后大梁上设置有海侧上横梁一,所述海侧上横梁一陆侧面布置有卷扬机和海侧梯形架,在海侧梯形架顶部横梁陆侧面布置有滑轮组二,所述海侧梯形架后撑管下端节点板处布置滑轮组一,其中,靠近所述滑轮组一的海侧梯形架端部上固定安装有支撑板,所述卷扬机卷轴上卷绕有钢丝绳,所述钢丝绳在滑轮组一和滑轮组二之间来回卷绕,最后固定在支撑板上,其中,所述海侧梯形架与前大梁之间连接有拉杆一,所述海侧梯形架的底端与海侧上横梁一的上端铰接连接,所述前大梁与后大梁相对的两端铰接连接。A shore bridge crossing mechanism comprises a rear beam and a front beam, wherein the rear beam is provided with a sea-side upper cross beam 1, a winch and a sea-side ladder frame are arranged on the land side of the sea-side upper cross beam 1, a pulley block 2 is arranged on the land side of the top cross beam of the sea-side ladder frame, a pulley block 1 is arranged at the node plate at the lower end of the rear support tube of the sea-side ladder frame, wherein a support plate is fixedly installed on the end of the sea-side ladder frame close to the pulley block 1, a steel wire rope is wound on the winch reel, and the steel wire rope is wound back and forth between the pulley block 1 and the pulley block 2, and is finally fixed on the support plate, wherein a pull rod 1 is connected between the sea-side ladder frame and the front beam, the bottom end of the sea-side ladder frame is hingedly connected to the upper end of the sea-side upper cross beam 1, and the front beam is hingedly connected to the opposite ends of the rear beam.
优选的:所述海侧上横梁一上安装有底座,所述卷扬机固定在底座上,所述底座上设置有插销一,所述海侧上横梁一上设置有耳板一,其中,所述底座通过插销一与海侧上横梁一的耳板一固定。Preferably: a base is installed on the upper cross beam 1 on the sea side, the winch is fixed on the base, a latch 1 is provided on the base, and an ear plate 1 is provided on the upper cross beam 1 on the sea side, wherein the base is fixed to the ear plate 1 of the upper cross beam 1 on the sea side through the latch 1.
优选的:所述滑轮组一和滑轮组二均包括滑轮组连板一、均衡轴、滑轮轴和均衡轴连板二。Preferably, the pulley block 1 and the pulley block 2 both include a pulley block connecting plate 1, a balancing shaft, a pulley shaft and a balancing shaft connecting plate 2.
优选的:所述海侧梯形架上固定安装有两个耳板二,每个所述均衡轴分别通过均衡轴连板二与耳板二连接。Preferably, two ear plates 2 are fixedly mounted on the sea side ladder frame, and each of the balancing shafts is connected to an ear plate 2 via a balancing shaft connecting plate 2.
优选的:所述海侧上横梁一与底座之间固定连接有支撑杆。Preferably: a support rod is fixedly connected between the sea side upper cross beam 1 and the base.
优选的:所述海侧梯形架与海侧上横梁一连接处采用销轴二连接,其中,所述海侧梯形架后撑管上下端采用销轴三连接,并在后撑管中间布置一销轴点。Preferably: the connection between the sea side ladder frame and the sea side upper cross beam is connected by a second pin, wherein the upper and lower ends of the rear support tube of the sea side ladder frame are connected by a third pin, and a pin point is arranged in the middle of the rear support tube.
优选的:所述海侧梯形架顶部和后撑管下端节点板处布置滑轮支座。Preferably, pulley supports are arranged at the top of the sea side ladder frame and at the node plate at the lower end of the rear support pipe.
优选的:所述滑轮组一和滑轮组二分别安装在滑轮支座上。Preferably, the pulley block 1 and the pulley block 2 are respectively installed on pulley supports.
优选的:所述后大梁上固定安装有陆侧上横梁二。Preferably: a second land side upper cross beam is fixedly mounted on the rear beam.
本发明的优点是:一、通过钢丝绳的收放来实现海侧梯形架向陆侧倾倒,海侧梯形架向陆侧倾倒时一方面牵动拉杆一和前大梁运动,另一方面海侧梯形架后撑管两连杆相互折叠,海侧梯形架绕着海侧梯形架和海侧上横梁一连接铰点倾倒,前大梁绕着后大梁铰点逐渐扬起,当前大梁头部和海侧梯形架处于同一水平位置时,岸桥达到过桥状态,待过桥后或装卸船抵达目的港码头后再通过卷扬机反向放钢丝绳将海侧梯形架及前大梁放置到位,整个岸桥上部结构放到位后拆除卷扬机和整个缠绕系统,完成过桥工序,该机构主要解决小型岸桥过桥的限高问题,对岸桥交机周期影响小,过桥工装布置简单,无需单独设置工装撑杆,成本大幅降低。The advantages of the present invention are as follows: 1. The tilting of the sea-side ladder frame toward the land-side is achieved by the retraction and release of the steel wire rope. When the sea-side ladder frame tilts toward the land-side, on the one hand, it pulls the pull rod 1 and the front beam to move, and on the other hand, the two connecting rods of the rear support pipe of the sea-side ladder frame fold mutually. The sea-side ladder frame tilts around the connection hinge of the sea-side ladder frame and the sea-side upper cross beam 1, and the front beam gradually rises around the hinge of the rear beam. When the head of the front beam and the sea-side ladder frame are at the same horizontal position, the quay crane reaches the bridge-crossing state. After the bridge is crossed or the loading and unloading ship arrives at the destination port terminal, the steel wire rope is released in the reverse direction by the winch to put the sea-side ladder frame and the front beam in place. After the entire quay crane upper structure is in place, the winch and the entire winding system are removed to complete the bridge-crossing process. The mechanism mainly solves the height limit problem of small quay cranes crossing the bridge, has little impact on the delivery cycle of the quay crane, has a simple arrangement of the bridge-crossing tooling, does not need to set up tooling support rods separately, and greatly reduces the cost.
二、滑轮组一和滑轮组二均通过滑轮组连板一和均衡轴连接,均衡轴通过均衡轴连板二和海侧梯形架上的耳板二连接,滑轮组(滑轮组一和滑轮组二)的载荷通过多级分散形式传递到海侧梯形架上的耳板二上,一方面承载更加均衡,另一方面紧凑的耳板二布局有利于降低轴的弯矩。Second, pulley block 1 and pulley block 2 are connected to the balancing shaft through pulley block connecting plate 1, and the balancing shaft is connected to ear plate 2 on the sea side ladder frame through balancing shaft connecting plate 2. The load of the pulley block (pulley block 1 and pulley block 2) is transmitted to ear plate 2 on the sea side ladder frame in a multi-stage dispersed form. On the one hand, the load is more balanced, and on the other hand, the compact layout of ear plate 2 is conducive to reducing the bending moment of the shaft.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
上述说明仅是本发明技术方案的概述,为了能够更清楚了解本发明的技术手段,并可依照说明书的内容予以实施,以下以本发明的较佳实施例并配合附图详细说明如后。The above description is only an overview of the technical solution of the present invention. In order to more clearly understand the technical means of the present invention and implement it according to the contents of the specification, the following is a detailed description of the preferred embodiments of the present invention in conjunction with the accompanying drawings.
图1为本发明岸桥过桥机构整体的结构图;FIG1 is a structural diagram of the overall structure of the quay crane bridge crossing mechanism of the present invention;
图2为本发明钢丝绳缠绕的结构图;FIG2 is a structural diagram of a steel wire rope winding according to the present invention;
图3为本发明卷扬机安装的结构图;FIG3 is a structural diagram of the installation of the winch of the present invention;
图4为本发明均衡轴连板二的结构图;FIG4 is a structural diagram of the balancing shaft connecting plate 2 of the present invention;
图5为本发明滑轮轴的结构图;FIG5 is a structural diagram of a pulley shaft of the present invention;
图6为本发明岸桥过桥状态的结构图;FIG6 is a structural diagram of the quay crane in the state of crossing the bridge according to the present invention;
图7为本发明滑轮组连板一的结构图。FIG. 7 is a structural diagram of a pulley block connecting plate 1 of the present invention.
图例说明:1、卷扬机;2、钢丝绳;3、滑轮组一;4、滑轮组二;5、海侧梯形架;6、海侧上横梁一;7、耳板一;8、支撑杆;9、滑轮组连板一;11、均衡轴;12、滑轮轴;13、陆侧上横梁二;14、后大梁;15、均衡轴连板二;17、耳板二;19、前大梁;21、拉杆一。Legend: 1. Winch; 2. Wire rope; 3. Pulley block 1; 4. Pulley block 2; 5. Ladder frame on the sea side; 6. Upper crossbeam 1 on the sea side; 7. Ear plate 1; 8. Support rod; 9. Pulley block connecting plate 1; 11. Balance shaft; 12. Pulley shaft; 13. Upper crossbeam 2 on the land side; 14. Rear beam; 15. Balance shaft connecting plate 2; 17. Ear plates 2; 19. Front beam; 21. Pull rod 1.
具体实施方式DETAILED DESCRIPTION
本申请实施例通过提供一种岸桥过桥机构,有效解决了解决了现有的岸桥过桥机构存在着交机周期较长,工装布置较复杂,采用在前大梁和海侧门腿之间布置强壮的工装撑杆,制造成本高,工装撑杆拆装也不方便的问题。The embodiment of the present application provides a quay crane crossing mechanism, which effectively solves the problems of the existing quay crane crossing mechanism, such as long delivery cycle, complex tooling arrangement, high manufacturing cost by arranging strong tooling struts between the front beam and the sea side door legs, and inconvenient disassembly and assembly of the tooling struts.
实施例:如图1、图2、图3、图4、图5、图6和图7所示,本申请实施例中的技术方案有效解决了解决了现有的岸桥过桥机构存在着交机周期较长,工装布置较复杂,采用在前大梁和海侧门腿之间布置强壮的工装撑杆,制造成本高,工装撑杆拆装也不方便的技术问题,总体思路如下:Embodiment: As shown in Figures 1, 2, 3, 4, 5, 6 and 7, the technical solution in the embodiment of the present application effectively solves the technical problems that the existing quay crane bridge crossing mechanism has a long delivery cycle, a complex tooling arrangement, a strong tooling brace arranged between the front beam and the sea side door leg, a high manufacturing cost, and inconvenient disassembly and assembly of the tooling brace. The overall idea is as follows:
针对现有技术中存在的问题,本发明提供一种岸桥过桥机构,包括后大梁14和前大梁19,后大梁14上设置有海侧上横梁一6,海侧上横梁一6陆侧面布置有卷扬机1和海侧梯形架5,在海侧梯形架5顶部横梁陆侧面布置有滑轮组二4,海侧梯形架5后撑管下端节点板处布置滑轮组一3,其中,靠近滑轮组一3的海侧梯形架5端部上固定安装有支撑板,卷扬机1卷轴上卷绕有钢丝绳2,钢丝绳2在滑轮组一3和滑轮组二4之间来回卷绕,最后固定在支撑板上,其中,海侧梯形架5与前大梁19之间连接有拉杆一21,海侧梯形架5的底端与海侧上横梁一6的上端铰接连接,前大梁19与后大梁14相对的两端铰接连接,海侧上横梁一6上安装有底座,卷扬机1固定在底座上,底座上设置有插销一,海侧上横梁一6上设置有耳板一7,其中,底座通过插销一与海侧上横梁一6的耳板一7固定,滑轮组一3和滑轮组二4均包括滑轮组连板一9、均衡轴11、滑轮轴12和均衡轴连板二15,海侧梯形架5上固定安装有两个耳板二17,每个均衡轴11分别通过均衡轴连板二15与耳板二17连接,海侧上横梁一6与底座之间固定连接有支撑杆8,海侧梯形架5与海侧上横梁一6连接处采用销轴二连接,其中,海侧梯形架5后撑管上下端采用销轴三连接,并在后撑管中间布置一销轴点,海侧梯形架5顶部和后撑管下端节点板处布置滑轮支座,滑轮组一3和滑轮组二4分别安装在滑轮支座上,后大梁14上固定安装有陆侧上横梁二13,岸桥需要过船时,卷扬机1卷绕钢丝绳2,通过钢丝绳2的收放来实现海侧梯形架5向陆侧倾倒,海侧梯形架5向陆侧倾倒时一方面牵动拉杆一21和前大梁19运动,另一方面海侧梯形架5后撑管两连杆相互折叠,海侧梯形架5绕着海侧梯形架5和海侧上横梁一6连接铰点倾倒,前大梁19绕着后大梁14铰点逐渐扬起,当前大梁19头部和海侧梯形架5处于同一水平位置时,岸桥达到过桥状态,待过桥后或装卸船抵达目的港码头后再通过卷扬机1反向放钢丝绳2将海侧梯形架5及前大梁19放置到位,整个岸桥上部结构放到位后拆除卷扬机1和整个缠绕系统,完成过桥工序,该机构主要解决小型岸桥过桥的限高问题,对岸桥交机周期影响小,过桥工装布置简单,无需单独设置工装撑杆,成本大幅降低,滑轮组一3和滑轮组二4均通过滑轮组连板一9和均衡轴11连接,均衡轴11通过均衡轴连板二15和海侧梯形架5上的耳板二17连接,滑轮组(滑轮组一3和滑轮组二4)的载荷通过多级分散形式传递到海侧梯形架5上的耳板二17上,一方面承载更加均衡,另一方面紧凑的耳板二17布局有利于降低轴的弯矩。In view of the problems existing in the prior art, the present invention provides a shore bridge crossing mechanism, including a rear beam 14 and a front beam 19, wherein the rear beam 14 is provided with a sea-side upper cross beam 16, and a winch 1 and a sea-side ladder frame 5 are arranged on the land side of the sea-side upper cross beam 16, and a pulley block 2 4 is arranged on the land side of the top cross beam of the sea-side ladder frame 5, and a pulley block 3 is arranged at the node plate at the lower end of the rear support pipe of the sea-side ladder frame 5, wherein a support plate is fixedly installed on the end of the sea-side ladder frame 5 close to the pulley block 3, and a steel wire rope 2 is wound on the reel of the winch 1, and the steel wire rope 2 is wound back and forth between the pulley block 3 and the pulley block 2 4, and finally fixed on the support plate, wherein a pull rod 21 is connected between the sea-side ladder frame 5 and the front beam 19, and the bottom end of the sea-side ladder frame 5 is hingedly connected to the upper end of the sea-side upper cross beam 16, and the front beam 19 is connected to The two opposite ends of the rear beam 14 are hingedly connected, a base is installed on the upper cross beam 16 on the sea side, the winch 1 is fixed on the base, a latch 1 is provided on the base, an ear plate 7 is provided on the upper cross beam 16 on the sea side, wherein the base is fixed to the ear plate 17 of the upper cross beam 16 on the sea side through the latch 1, the pulley block 13 and the pulley block 24 both include a pulley block connecting plate 19, a balancing shaft 11, a pulley shaft 12 and a balancing shaft connecting plate 2 15, two ear plates 2 17 are fixedly installed on the sea side ladder frame 5, each balancing shaft 11 is connected to the ear plate 2 17 through a balancing shaft connecting plate 2 15, a support rod 8 is fixedly connected between the upper cross beam 16 on the sea side and the base, the sea side ladder frame 5 and the sea side upper cross beam 16 are connected at the connection point by a pin shaft 2, wherein the upper and lower ends of the rear support pipe of the sea side ladder frame 5 are connected by a pin shaft 3, and a The pin point, the pulley support is arranged at the top of the sea-side ladder frame 5 and the node plate at the lower end of the rear support pipe, the pulley block 1 3 and the pulley block 2 4 are respectively installed on the pulley support, and the land-side upper beam 2 13 is fixedly installed on the rear beam 14. When the shore crane needs to pass a ship, the winch 1 winds the wire rope 2, and the sea-side ladder frame 5 is tilted toward the land side by the retraction and release of the wire rope 2. When the sea-side ladder frame 5 tilts toward the land side, on the one hand, it pulls the pull rod 1 21 and the front beam 19 to move, and on the other hand, the two connecting rods of the rear support pipe of the sea-side ladder frame 5 fold with each other, and the sea-side ladder frame 5 tilts around the sea-side ladder frame 5 and the sea-side upper beam 1 6 connection hinge point, and the front beam 19 is gradually raised around the hinge point of the rear beam 14. When the head of the front beam 19 and the sea-side ladder frame 5 are in the same horizontal position, the shore crane reaches the bridge-crossing state, and after crossing the bridge or the loading and unloading ship arrives at the destination port terminal. Then, the wire rope 2 is released in the reverse direction through the winch 1 to put the sea-side ladder frame 5 and the front beam 19 in place. After the entire shore crane superstructure is in place, the winch 1 and the entire winding system are removed to complete the bridge crossing process. This mechanism mainly solves the height limit problem of small shore crane crossing the bridge, has little impact on the shore crane delivery cycle, has a simple layout of the bridge crossing tooling, and does not require separate tooling support rods, which greatly reduces the cost. The pulley block 1 3 and the pulley block 2 4 are both connected to the balance shaft 11 through the pulley block connecting plate 1 9, and the balance shaft 11 is connected to the ear plate 2 17 on the sea-side ladder frame 5 through the balance shaft connecting plate 2 15. The load of the pulley block (pulley block 1 3 and pulley block 2 4) is transmitted to the ear plate 2 17 on the sea-side ladder frame 5 in a multi-stage dispersed form. On the one hand, the load is more balanced, and on the other hand, the compact layout of the ear plate 2 17 is conducive to reducing the bending moment of the shaft.
工作原理:Working principle:
第一步,如图1所示岸桥需要过船时,卷扬机1卷绕钢丝绳2,通过钢丝绳2的收放来实现海侧梯形架5向陆侧倾倒,海侧梯形架5向陆侧倾倒时一方面牵动拉杆一21和前大梁19运动,另一方面海侧梯形架5后撑管两连杆相互折叠,海侧梯形架5绕着海侧梯形架5和海侧上横梁一6连接铰点倾倒,前大梁19绕着后大梁14铰点逐渐扬起;In the first step, as shown in FIG. 1 , when the quay crane needs to pass a ship, the winch 1 winds the steel wire rope 2, and the sea-side ladder frame 5 is tilted toward the land side by the retraction and release of the steel wire rope 2. When the sea-side ladder frame 5 tilts toward the land side, on the one hand, the pull rod 21 and the front beam 19 are pulled to move, and on the other hand, the two connecting rods of the rear support pipe of the sea-side ladder frame 5 are folded with each other, and the sea-side ladder frame 5 tilts around the connection hinge of the sea-side ladder frame 5 and the sea-side upper cross beam 6, and the front beam 19 is gradually raised around the hinge of the rear beam 14;
第二步,如图6所示当前大梁19头部和海侧梯形架5处于同一水平位置时,岸桥达到过桥状态,待过桥后或装卸船抵达目的港码头后再通过卷扬机1反向放钢丝绳2将海侧梯形架5及前大梁19放置到位,整个岸桥上部结构放到位后拆除卷扬机1和整个缠绕系统,完成过桥工序,该机构主要解决小型岸桥过桥的限高问题,对岸桥交机周期影响小,过桥工装布置简单,无需单独设置工装撑杆,成本大幅降低;In the second step, as shown in FIG6 , when the head of the front beam 19 and the sea-side ladder frame 5 are at the same horizontal position, the quay crane reaches the bridge-crossing state. After the bridge is crossed or the loading and unloading ship arrives at the destination port, the wire rope 2 is reversed by the winch 1 to put the sea-side ladder frame 5 and the front beam 19 in place. After the entire quay crane superstructure is in place, the winch 1 and the entire winding system are removed to complete the bridge-crossing process. This mechanism mainly solves the height limit problem of small quay cranes crossing the bridge, has little impact on the quay crane delivery cycle, and has a simple arrangement of the bridge crossing tooling, and does not require a separate tooling support rod, which greatly reduces the cost;
第三步,如图4、图5和图7所示,滑轮组一3和滑轮组二4均通过滑轮组连板一9和均衡轴11连接,均衡轴11通过均衡轴连板二15和海侧梯形架5上的耳板二17连接,滑轮组(滑轮组一3和滑轮组二4)的载荷通过多级分散形式传递到海侧梯形架5上的耳板二17上,一方面承载更加均衡,另一方面紧凑的耳板二17布局有利于降低轴的弯矩。In the third step, as shown in Figures 4, 5 and 7, pulley block 1 3 and pulley block 2 4 are connected to the balancing shaft 11 through the pulley block connecting plate 1 9, and the balancing shaft 11 is connected to the ear plate 2 17 on the sea side ladder frame 5 through the balancing shaft connecting plate 2 15. The load of the pulley block (pulley block 1 3 and pulley block 2 4) is transmitted to the ear plate 2 17 on the sea side ladder frame 5 in a multi-stage dispersed form. On the one hand, the load is more balanced, and on the other hand, the compact layout of the ear plate 2 17 is conducive to reducing the bending moment of the shaft.
最后应说明的是:显然,上述实施例仅仅是为清楚地说明本发明所作的举例,而并非对实施方式的限定。对于所属领域的普通技术人员来说,在上述说明的基础上还可以做出其它不同形式的变化或变动。这里无需也无法对所有的实施方式予以穷举。而由此所引申出的显而易见的变化或变动仍处于本发明的保护范围之中。Finally, it should be noted that: Obviously, the above embodiments are only examples for clearly explaining the present invention, and are not intended to limit the implementation methods. For ordinary technicians in the relevant field, other different forms of changes or modifications can be made based on the above description. It is not necessary and impossible to list all the implementation methods here. The obvious changes or modifications derived from this are still within the scope of protection of the present invention.
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