CN203594262U - V-shaped end support for high-speed rail crossing frame - Google Patents

V-shaped end support for high-speed rail crossing frame Download PDF

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Publication number
CN203594262U
CN203594262U CN201320761987.XU CN201320761987U CN203594262U CN 203594262 U CN203594262 U CN 203594262U CN 201320761987 U CN201320761987 U CN 201320761987U CN 203594262 U CN203594262 U CN 203594262U
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CN
China
Prior art keywords
frame
framework
correct
left frame
guide line
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
CN201320761987.XU
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Chinese (zh)
Inventor
刘万东
杨作强
侯东红
翟飞
刘建锋
肖贵成
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.)
HENAN ELECTRIC POWER BODA TECHNOLOGY Co Ltd
Henan Power Transmission And Distribution Project Co Ltd
State Grid Corp of China SGCC
Original Assignee
HENAN ELECTRIC POWER BODA TECHNOLOGY Co Ltd
Henan Power Transmission And Distribution Project Co Ltd
State Grid Corp of China SGCC
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 HENAN ELECTRIC POWER BODA TECHNOLOGY Co Ltd, Henan Power Transmission And Distribution Project Co Ltd, State Grid Corp of China SGCC filed Critical HENAN ELECTRIC POWER BODA TECHNOLOGY Co Ltd
Priority to CN201320761987.XU priority Critical patent/CN203594262U/en
Application granted granted Critical
Publication of CN203594262U publication Critical patent/CN203594262U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A V-shaped end support for a high-speed rail crossing frame comprises a left framework and a right framework, wherein the lower end of the left framework is fixedly connected with the lower end of the right framework, the included angle between the left framework and the right framework is larger than 0 but smaller than 180 degrees, a roll shaft is connected to the top of the position where the left framework and the right framework are connected in a rotating mode, a left lug plate is arranged on the left side of the upper end of the left framework, and a right lug plate is arranged on the right side of the upper end of the right framework. The V-shaped end support for the high-speed rail crossing frame is simple, safe and reliable in design and structure, the contact time of a dropping guide line and a carrier cable can be effectively prolonged, impact on the carrier cable from the large-section guide line is reduced, the guide line can move on the roll shaft when dropping to the position between the left framework and the right framework, the roll shaft rolls to drive the guide line to walk, sliding friction between the guide line and the carrier cable in the prior art is replaced, and the guide line is well protected.

Description

For the V-type end support of high ferro crossing frame
Technical field
The utility model belongs to KV Electric Transmissions technical field of construction, relates in particular to a kind of support of the V-type end for high ferro crossing frame.
Background technology
Because the diameter of leads of ultra-high voltage power transmission lines is large, totally-enclosed, the full-overpass formula operation of Heavy Weight and high-speed railway, traditional leap high ferro stringing technology can not meet newly-built circuit across high-speed rail construction requirement, need to develop a kind of novel crossing frame form of one that can adapt to extra-high voltage grid construction, solve a leap difficult problem for UHV transmission line Poling Construction.
Traditional leap carrier cable adopts Di Nima rope more, and application life is limited, and protection difficulty is large; large to the impact force of rope after wire is de-, between wire and rope, there is relative sliding, easy damaged wire; affect the construction quality of spreading conducting wire, be unfavorable for the safe operation of electrical network.
Utility model content
The utility model is in order to solve weak point of the prior art, and a kind of be easy to unfold rope and wire effective protection rope and wire is injury-free, construction safety is reliably for the V-type end support of high ferro crossing frame are provided.
For solving the problems of the technologies described above, the utility model adopts following technical scheme: for the V-type end support of high ferro crossing frame, comprise left frame and correct frame, the lower end of left frame is fixedly connected with the lower end of correct frame, angle between left frame and correct frame is greater than 0 ° and be less than 180 °, the top, junction of left frame and correct frame is rotatably connected to roll shaft, and the left side, upper end of left frame is provided with left otic placode, and the right side, upper end of correct frame is provided with auris dextra plate.
Described roll shaft is that nylon material is made, left frame is with correct frame the steel truss structure that structure is identical, this steel truss structure comprises two back timbers on top and a foundation beam of bottom, between two back timbers and a foundation beam, be fixedly connected with raker beam by crossbeam, the length of back timber is greater than the length of a foundation beam.
Described two back timbers and the junction of foundation beam between left frame and correct frame all bend as horizontal structure, between the back timber of left frame and correct frame back timber and all correspondingly between the bottom girder of left frame and the bottom girder of correct frame connect as one by flange.
Angle between described left frame and correct frame is 90 °.
Adopt technique scheme, left otic placode and auris dextra plate flexibly connect by connecting rope with the crossing frame of both sides respectively, are convenient to like this install.Roll shaft arrange become sliding friction be rolling friction, like this can guardwire and rope.Roll shaft adopts nylon material to make, and so further guardwire and rope, has also reduced weight and cost.It is leg-of-mutton steel truss structure that left frame and correct frame adopt cross section, so not only improves stability, and weight reduction cost-saving.Two back timbers and the junction of foundation beam between left frame and correct frame all bend as horizontal structure, are convenient to like this adopt flange connection to removably connect, and play easy-to-mount effect.
The utility model design, simple in structure, safe and reliable; can effectively extend the time of contact of come off wire and carrier cable; reduce the impact force of large-section lead to carrier cable; wire can move while being slipped to left frame and correct frame centre on roll shaft; the rolling of roll shaft drives wire walking; replace the sliding friction between conventional wires and carrier cable, wire has been played a very good protection.
Accompanying drawing explanation
Fig. 1 is perspective view of the present utility model;
Fig. 2 is plane structure schematic diagram of the present utility model.
The specific embodiment
As depicted in figs. 1 and 2, V-type end for high ferro crossing frame support of the present utility model, comprise left frame 4 and correct frame 5, the lower end of left frame 4 is fixedly connected with the lower end of correct frame 5, included angle A between left frame 4 and correct frame 5 is greater than 0 ° and be less than 180 °, preferably 90 ° of A, and the top, junction of left frame 4 and correct frame 5 is rotatably connected to roll shaft 1, the left side, upper end of left frame 4 is provided with left otic placode 2, and the right side, upper end of correct frame 5 is provided with auris dextra plate 3.
Roll shaft 1 is made for nylon material, left frame 4 is with correct frame 5 steel truss structure that structure is identical, this steel truss structure comprises two back timbers 6 on top and a foundation beam 7 of bottom, between two back timbers 6 and a foundation beam 7, be fixedly connected with raker beam 10 by crossbeam 9, the length of back timber 6 is greater than the length of a foundation beam 7.
Two back timbers 6 and the junction of a foundation beam 7 between left frame 4 and correct frame 5 all bend as horizontal structure, all correspondingly between the back timber 6 of left frame 4 and correct frame 5 back timbers 6 and between the bottom girder 7 of left frame 4 and the bottom girder 7 of correct frame 5 be connected (flange bolt 8) by flange and be integrated.
The utility model, in the time that work is used, flexibly connects with the crossing frame 11 of both sides left otic placode 2 and auris dextra plate 3 respectively by connecting rope, be convenient to like this install.Roll shaft 1 arrange become sliding friction be rolling friction, like this can guardwire and rope.Roll shaft 1 adopts nylon material to make, and so further guardwire and rope, has also reduced weight and cost.It is leg-of-mutton steel truss structure that left frame 4 and correct frame 5 adopt cross section, so not only improves stability, and weight reduction cost-saving.Two back timbers 6 and the junction of a foundation beam 7 between left frame 4 and correct frame 5 all bend as horizontal structure, are convenient to like this adopt flange connection to removably connect, and play easy-to-mount effect.
The present embodiment is not done any pro forma restriction to shape of the present utility model, material, structure etc.; any simple modification, equivalent variations and modification that every foundation technical spirit of the present utility model is done above embodiment, all belong to the protection domain of technical solutions of the utility model.

Claims (4)

1. support for the V-type end of high ferro crossing frame, it is characterized in that: comprise left frame and correct frame, the lower end of left frame is fixedly connected with the lower end of correct frame, angle between left frame and correct frame is greater than 0 ° and be less than 180 °, the top, junction of left frame and correct frame is rotatably connected to roll shaft, the left side, upper end of left frame is provided with left otic placode, and the right side, upper end of correct frame is provided with auris dextra plate.
2. the support of the V-type end for high ferro crossing frame according to claim 1, it is characterized in that: described roll shaft is that nylon material is made, left frame is with correct frame the steel truss structure that structure is identical, this steel truss structure comprises two back timbers on top and a foundation beam of bottom, between two back timbers and a foundation beam, be fixedly connected with raker beam by crossbeam, the length of back timber is greater than the length of a foundation beam.
3. the support of the V-type end for high ferro crossing frame according to claim 2, it is characterized in that: described two back timbers and the junction of foundation beam between left frame and correct frame all bend as horizontal structure, between the back timber of left frame and correct frame back timber and all correspondingly between the bottom girder of left frame and the bottom girder of correct frame connect as one by flange.
4. according to the support of the V-type end for high ferro crossing frame described in claim 1 or 2 or 3, it is characterized in that: the angle between described left frame and correct frame is 90 °.
CN201320761987.XU 2013-11-28 2013-11-28 V-shaped end support for high-speed rail crossing frame Expired - Fee Related CN203594262U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320761987.XU CN203594262U (en) 2013-11-28 2013-11-28 V-shaped end support for high-speed rail crossing frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320761987.XU CN203594262U (en) 2013-11-28 2013-11-28 V-shaped end support for high-speed rail crossing frame

Publications (1)

Publication Number Publication Date
CN203594262U true CN203594262U (en) 2014-05-14

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320761987.XU Expired - Fee Related CN203594262U (en) 2013-11-28 2013-11-28 V-shaped end support for high-speed rail crossing frame

Country Status (1)

Country Link
CN (1) CN203594262U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105977868A (en) * 2016-06-28 2016-09-28 河南送变电工程公司 Y-type spanning device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105977868A (en) * 2016-06-28 2016-09-28 河南送变电工程公司 Y-type spanning device
CN105977868B (en) * 2016-06-28 2017-12-15 河南送变电建设有限公司 A kind of Y types crossover device

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

Granted publication date: 20140514

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