CN204185125U - Monorail crane system heavy rail rail connecting structure - Google Patents

Monorail crane system heavy rail rail connecting structure Download PDF

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Publication number
CN204185125U
CN204185125U CN201420609489.8U CN201420609489U CN204185125U CN 204185125 U CN204185125 U CN 204185125U CN 201420609489 U CN201420609489 U CN 201420609489U CN 204185125 U CN204185125 U CN 204185125U
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CN
China
Prior art keywords
rail
heavy rail
heavy
joint
attaching parts
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Expired - Fee Related
Application number
CN201420609489.8U
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Chinese (zh)
Inventor
雷鹏
黄建伟
胡志华
姜伟
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Changzhou Development and Manufacture Center Co Ltd
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Changzhou Development and Manufacture Center Co Ltd
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Priority to CN201420609489.8U priority Critical patent/CN204185125U/en
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Publication of CN204185125U publication Critical patent/CN204185125U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A kind of monorail crane system heavy rail rail connecting structure, there is some joint double-tee heavy rail rail body, before often saving heavy rail rail body bottom surface, rear side is fixed with front contiguous block and rear connecting rod respectively, the bottom surface of front contiguous block is provided with embeded slot, before often saving the end face of heavy rail rail body, rear side is fixed with front attaching parts and rear connectors respectively, rear connectors is connected with plug-in unit, when two joint heavy rail tracks connect, the embeded slot of rear connecting rod and front contiguous block is fitted together to, the plug-in unit of pin joint and front attaching parts grafting on rear connectors, the top of front attaching parts is by the hinged balance suspension member of middle connecting plate, one chain connector is fixed on back by anchor pole, the two ends of chain connector are respectively connected by mining chain with the two ends of balance suspension member.The utility model is installed easily.When adjacent two joint heavy rail tracks connect, between two joint heavy rail tracks, angle can change in 0 ° ~ 5 °, adapts to the upward slope salient point of track in tunnel and the operating mode of descending concave point.

Description

Monorail crane system heavy rail rail connecting structure
Technical field
The utility model relates to monorail crane system heavy rail rail connecting structure.
Background technology
Monorail hoist is a kind of new and effective development of auxiliary transport in coal mines equipment in modern age, the track of monorail hoist is a kind of mining monorail track I-beam section, be suspended on excavation support or build on Xuan beam, anchor pole and pre-buried chain, crane just comes and goes and runs on this track, generally only have the track that special, therefore claim monorail hoist.Chinese patent application publication No. CN 102756734 A(application number 201210260283.4) application for a patent for invention disclose a kind of Coal mine transportation system, comprise power system, swelling device, drag-line, shuttle car, suspention track, the bont of at least one, many groups drag-line limit assembly and time rope sheave, shuttle car and bont are suspended on suspention track, and be connected with the slippage of suspention track, bont and shuttle car load, many groups drag-line limit assembly is fixedly connected with suspention track, return rope sheave and be installed in the tail end drag-line of suspention track through power system and swelling device, and through drag-line limit assembly and time rope sheave, and the head of drag-line is all fixedly connected with shuttle car with afterbody.
The use prerequisite of monorail crane system is the installation of track, and the installation of track relates to the connection of track and the unsettled of track hangs.
Utility model content
The purpose of this utility model is to propose a kind of energy Fast Installation suspended rail and the monorail crane system heavy rail rail connecting structure of dependable performance.
For achieving the above object, the utility model takes following technical scheme: the utility model has some joint double-tee heavy rail rail body, before often saving heavy rail rail body bottom surface, rear side is fixed with front contiguous block and rear connecting rod respectively, the bottom surface of front contiguous block is provided with embeded slot, before often saving the end face of heavy rail rail body, rear side is fixed with front attaching parts and rear connectors respectively, rear connectors is hinged with plug-in unit, when two joint heavy rail tracks connect, part rear connecting rod protruding from heavy rail rail body is entrenched in the embeded slot of front contiguous block, plug-in unit hinged on rear connectors inserts in the slot of front attaching parts, the top of front attaching parts is by the hinged balance suspension member of middle connecting plate, one chain connector is fixed on back by anchor pole, the two ends of chain connector are respectively connected by mining chain with the two ends of balance suspension member.
Often save the front end face of heavy rail rail body or/and aft end face is dip plane, when two joint heavy rail roads connect, the angle of forward and backward heavy rail rail body end face does not surpass 6 °.
The utility model has following good effect: 1. when two joint heavy rail tracks connect, the embeded slot of rear connecting rod and front contiguous block is fitted together to, plug-in unit hinged on rear connectors and front attaching parts grafting, a bearing pin inserts in the hole of plug-in unit and kidney slot, is connected by two joint heavy rail tracks.Install easily.2. when adjacent two joint heavy rail tracks connect, bearing pin can be movable in the kidney slot of front attaching parts, make energy opposing oscillatory between plug-in unit and front attaching parts, thus angle between two joint tracks can be changed in 0 ° ~ 5 °, adapt to the upward slope salient point of track in tunnel and the operating mode of descending concave point; Balance suspension member and cucurbit plate, can upper and lower rotary oscillations by pinned connection, when back occurs to rise and fall, within the specific limits from Row sum-equal matrix balance, so the utility model safety, balance are all better.
Accompanying drawing explanation
Fig. 1 is heavy rail track installation figure.
Fig. 2 is heavy rail track assembling 3-D view.
Fig. 3 is single-unit heavy rail track two dimension view.
Fig. 4 is single-unit heavy rail track 3-D view.
Fig. 5 is single-unit heavy rail track 3-D view.
Fig. 6 is the plug-in view of heavy rail track.
Detailed description of the invention
Embodiment 1
See Fig. 1 to Fig. 6, heavy rail track has some joint heavy rail rail body 1, and heavy rail rail body 1 adopts mining monorail I140V I-beam section.The front and back ends often saving heavy rail rail body 1 bottom surface is fixed with front contiguous block 2 and rear connecting rod 3 respectively, front contiguous block 2 bottom surface is provided with T-shaped embeded slot 2-a, the rear portion of rear connecting rod 3 protrudes from heavy rail rail body 1, and outshot is the T-shaped portion of mating with T-shaped embeded slot 2-a.The front and back ends often saving the end face of heavy rail rail body 1 is fixed with front attaching parts 4 and rear connectors 5 respectively, rear connectors 5 is hinged with plug-in unit 6.A wherein component of plug-in unit 6 and front attaching parts 4 liang of components is provided with hole, and another part is provided with kidney slot.The present embodiment takes plug-in unit 6 to be provided with hole 6-a, and front attaching parts 4 is provided with kidney slot 4-a.
Often the front end face of joint heavy rail rail body 1 is dip plane or aft end face is that dip plane or front and rear end are dip plane, and when two joint heavy rail tracks connect, the angle β of forward and backward heavy rail rail body 1 end face is 6 ° to the maximum.The present embodiment adopts front and rear end to be dip plane, and degree of dip is respectively 2.5 °, and the angle α of front and back heavy rail rail body 1 end face is 5 °.Also front end face can be adopted to be dip plane, and aft end face is vertical surface, or front end face is vertical surface, the dip plane of aft end face, this is not strict with, as the degree of dip size of every dip plane, as long as the angle α meeting forward and backward heavy rail rail body 1 end face is 6 ° to the maximum.
When two joint heavy rail tracks connect, the T-shaped of rear connecting rod 3 is given prominence to position and is entered T-shaped embeded slot 2-a and realize chimeric in the downside of contiguous block 2 in the past.The plug-in unit 6 be hinged on rear connectors 5 inserts in the slot 4-b of front attaching parts 4, and a bearing pin 12 inserts in the hole 6-a of the plug-in unit 6 and kidney slot 4-a of front attaching parts 4, is connected by two joint heavy rail tracks.Bearing pin 12 can be movable in the kidney slot 4-a of front attaching parts 4, makes energy relative movement between plug-in unit 6 and front attaching parts 4, thus angle between two joint tracks can be changed in 0 ° ~ 5 °, adapt to the upward slope salient point of track in tunnel and the operating mode of descending concave point.The top of front attaching parts 4 is by the hinged balance suspension member 11 of calabash shaped middle connecting plate 7, and balance suspension member 11 can swing, and balances within the specific limits from Row sum-equal matrix.One chain connector 10 is fixed on back by anchor pole 9, is respectively connected by mining chain 8 between the two ends of chain connector 10 and the two ends of balance suspension member 10.

Claims (2)

1. a monorail crane system heavy rail rail connecting structure, it is characterized in that: there is some joint double-tee heavy rails rail body (1), before often saving heavy rail rail body (1) bottom surface, rear side is fixed with front contiguous block (2) and rear connecting rod (3) respectively, the bottom surface of front contiguous block (2) is provided with embeded slot (2-a), before often saving the end face of heavy rail rail body (1), rear side is fixed with front attaching parts (4) and rear connectors (5) respectively, rear connectors (5) is hinged with plug-in unit (6), when two joint heavy rail tracks connect, part rear connecting rod (3) protruding from heavy rail rail body (1) is entrenched in the embeded slot of front contiguous block (2), the upper hinged plug-in unit (6) of rear connectors (5) inserts in the slot (4-b) of front attaching parts (4), the top of front attaching parts (4) is by hinged balance suspension member (11) of middle connecting plate (7), one chain connector (10) is fixed on back by anchor pole (9), the two ends of chain connector (10) are respectively connected by mining chain (8) with the two ends of balance suspension member (10).
2. monorail crane system heavy rail rail connecting structure according to claim 1, it is characterized in that: often save the front end face of heavy rail rail body (1) or/and aft end face is dip plane, when two joint heavy rail roads connect, the angle (β) of forward and backward heavy rail rail body (1) end face does not surpass 6 °.
CN201420609489.8U 2014-10-21 2014-10-21 Monorail crane system heavy rail rail connecting structure Expired - Fee Related CN204185125U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420609489.8U CN204185125U (en) 2014-10-21 2014-10-21 Monorail crane system heavy rail rail connecting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420609489.8U CN204185125U (en) 2014-10-21 2014-10-21 Monorail crane system heavy rail rail connecting structure

Publications (1)

Publication Number Publication Date
CN204185125U true CN204185125U (en) 2015-03-04

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105752839A (en) * 2016-03-30 2016-07-13 长治市潞安合力机械有限责任公司 Heavy monorail crane rail
CN105752838A (en) * 2016-03-30 2016-07-13 长治市潞安合力机械有限责任公司 Large-dip-angle monorail crane rail
CN107840245A (en) * 2017-12-04 2018-03-27 中船重工(青岛)轨道交通装备有限公司 Rock tunnel(ling) machine segment crane walking mechanism
CN113371598A (en) * 2021-07-22 2021-09-10 安徽德高矿山科技有限公司 Single track hangs heavy rail linkage and track system
CN113562611A (en) * 2021-06-21 2021-10-29 山东新沙单轨运输装备有限公司 High-performance heavy rail and matched connecting piece thereof
CN113734966A (en) * 2021-09-27 2021-12-03 山东中诚机械租赁有限公司 Monorail crane
CN114572820A (en) * 2022-05-05 2022-06-03 太原矿机电气股份有限公司 Single track connection structure
CN115405337A (en) * 2021-05-26 2022-11-29 山东兖煤黑豹矿业装备有限公司 Track unit, track, support bracket and advance support system

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105752839A (en) * 2016-03-30 2016-07-13 长治市潞安合力机械有限责任公司 Heavy monorail crane rail
CN105752838A (en) * 2016-03-30 2016-07-13 长治市潞安合力机械有限责任公司 Large-dip-angle monorail crane rail
CN107840245A (en) * 2017-12-04 2018-03-27 中船重工(青岛)轨道交通装备有限公司 Rock tunnel(ling) machine segment crane walking mechanism
CN115405337A (en) * 2021-05-26 2022-11-29 山东兖煤黑豹矿业装备有限公司 Track unit, track, support bracket and advance support system
CN113562611A (en) * 2021-06-21 2021-10-29 山东新沙单轨运输装备有限公司 High-performance heavy rail and matched connecting piece thereof
CN113371598A (en) * 2021-07-22 2021-09-10 安徽德高矿山科技有限公司 Single track hangs heavy rail linkage and track system
CN113734966A (en) * 2021-09-27 2021-12-03 山东中诚机械租赁有限公司 Monorail crane
CN113734966B (en) * 2021-09-27 2023-10-03 山东中诚机械租赁有限公司 Monorail crane
CN114572820A (en) * 2022-05-05 2022-06-03 太原矿机电气股份有限公司 Single track connection structure
CN114572820B (en) * 2022-05-05 2022-07-15 太原矿机电气股份有限公司 Single track connection structure

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

Granted publication date: 20150304