CN205944939U - One -way flexible cable testing bridge - Google Patents
One -way flexible cable testing bridge Download PDFInfo
- Publication number
- CN205944939U CN205944939U CN201620980763.1U CN201620980763U CN205944939U CN 205944939 U CN205944939 U CN 205944939U CN 201620980763 U CN201620980763 U CN 201620980763U CN 205944939 U CN205944939 U CN 205944939U
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- China
- Prior art keywords
- flexible
- stand beam
- bridge
- bridge stand
- cable
- 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.)
- Withdrawn - After Issue
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- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims 1
- 238000006073 displacement reaction Methods 0.000 abstract description 5
- 230000006835 compression Effects 0.000 description 5
- 238000007906 compression Methods 0.000 description 5
- 230000001105 regulatory effect Effects 0.000 description 3
- 239000010963 304 stainless steel Substances 0.000 description 2
- 229910000589 SAE 304 stainless steel Inorganic materials 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000004308 accommodation Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000011068 loading method Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
The utility model belongs to the technical field of the cable is flexible, especially, relate to an one -way flexible cable testing bridge, including setting up the flexible crane span structure group between two bridge box girder, the flexible crane span structure group of its characterized in that is including setting up the flexible crane span structure roof beam A on bridge box girder I, flexible crane span structure roof beam B, and flexible crane span structure roof beam C, flexible crane span structure roof beam D sets up the stop gear on flexible crane span structure roof beam B and flexible crane span structure roof beam C respectively, and the cable is the S type and puts on flexible crane span structure roof beam A, flexible crane span structure roof beam B, stretch out and draw back crane span structure roof beam C and flexible crane span structure roof beam D. The utility model discloses a set up specially on the pier among two adjacent axle case, an axle case can hold the flexible crane span structure of cable, and under another axle case can not hold the circumstances of the flexible crane span structure of cable, it was not broken or push the damage according to the flexible of two adjacent axle case and displacement characteristics, effectual protection of cables, makes the cable last the power supply.
Description
Technical field
This utility model belongs to cable expansion technical field, especially relates to a kind of one-way expansion cable testing bridge.
Background technology
With economic fast development, the contact between offshore island and continent and between bay is more and more tightr, because
The birth of this bridge spanning the sea had not only solved the problems, such as that island powered, communicates, supplies water but also solves people-to-people contacts and cargo transport
Problem, is to achieve many things at one stroke.For laying the submarine cable of costliness, what bridge laid is all conventional cable, and
Cable laying in bridge, not only easy access but also be easy to safeguard, not only increase the operational reliability of cable, and have very high
Economy.But bridge is due to being affected by dynamic loadings such as temperature change, vehicle pass-through, wind, earthquakes, in the two ends meeting of bridge
Produce flexible and displacement.Because the cable in bridge case is all fixing, therefore such flexible and displacement can make cable excessively draw
Stretch, or even break cable, or excess compression, damage cable by pressure, so safe operation to cable just creates bad impact, because
This is necessary to take measures to eliminate this hidden danger.
Have multiple currently for the mode being used for adjusting cable length between bridge case, topmost mode has two kinds, a kind of
It is cable retractor device, another kind is chain type crane span structure, also have some other frame mode.But these mode generally existings some not
The place of foot.
1st, because the bridge packing list section length of present bridge is long, so requiring flexible amount between bridge case, also ratio is larger, such as
Although laid the requirement that can reach stroke using cable retractor device, cost costly, can not be extensive
Using.
2nd, the purpose being adjusted using the cable expansion that chain type crane span structure can also realize certain length, but the regulation of chain type crane span structure
Scope is very limited, and general regulated quantity is in 300mm, and regulated quantity between the bridge case of present bridge is all in 800mm,
The regulated quantity even having can reach 1700mm, thus chain type crane span structure cannot apply require in this range of accommodation very big over strait
On bridge.
3rd, it is directed to the specific position of some bridge casees of bridge spanning the sea, do not have special cable retractor device available.For example
In two neighboring bridge case, in one of bridge case, cable expansion crane span structure can be accommodated(I.e. bridge case I), and another bridge case is subject to space
Limited and can not be accommodated cable expansion crane span structure(I.e. bridge case II), just bring difficulty in this case the laying of cable expansion crane span structure
How topic, improve the difficult problem that cable expansion amount is even more in a difficult problem in this case.
Content of the invention
The purpose of this utility model is a kind of one-way expansion cable testing bridge, prevents cable easy quilt in bridge spanning the sea operation
Excessive compression and the problem broken, make cable running safety, reach the purpose of sustainable power supply.
The purpose of this utility model is realized by following technical proposals:
One-way expansion cable testing bridge of the present utility model, including the flexible crane span structure group being arranged between two bridge box beams, it is special
Levy and be that described flexible crane span structure group includes the flexible bridge stand beam A being arranged in bridge box beam I, fix even with this flexible bridge stand beam A
The flexible bridge stand beam B connecing, the flexible bridge stand beam C being fixedly connected with this flexible bridge stand beam B, be fixedly connected with bridge box beam II is flexible
Bridge stand beam D, is arranged on the supporting mechanism I of described flexible bridge stand beam A bottom, is arranged on the support of described flexible bridge stand beam B bottom
Mechanism II, is arranged on the supporting mechanism III of described flexible bridge stand beam C bottom, is separately positioned on flexible bridge stand beam B and flexible crane span structure
Position-limit mechanism on beam C, cable two ends are separately fixed in described bridge box beam I and bridge box beam II, and S-type being placed in of cable is stretched
Contracting bridge stand beam A, flexible bridge stand beam B, on flexible bridge stand beam C and flexible bridge stand beam D, described flexible bridge stand beam C and described stretching
Contracting bridge stand beam D is fixedly connected,
Described supporting mechanism I includes bracing frame, slip carrying roller on this bracing frame for the setting, described flexible bridge stand beam
A and described slip carrying roller are slidably connected,
Described supporting mechanism II includes fixed support, horizontal frame on this fixed support for the setting, and setting is in this water
Slip carrying roller that is on flat frame and being arranged in order, described flexible bridge stand beam B is slidably connected with described slip carrying roller,
Described supporting mechanism III includes case external fixer, arranges the slip carrying roller on this case external fixer, described
Flexible bridge stand beam C is slidably connected with described slip carrying roller.
Described position-limit mechanism includes being separately positioned on the spacing of two ends on described flexible bridge stand beam B and flexible bridge stand beam C
Roller, is separately positioned on described flexible bridge stand beam B and the caging bolt of flexible bridge stand beam C both sides.
Described cable is fixed on described flexible bridge stand beam A, flexible bridge stand beam B, flexible bridge stand beam C by cable clamp
On flexible bridge stand beam D.
Described slip carrying roller is 304 stainless steel materials.
Advantage of the present utility model:
(1)One-way expansion cable testing bridge of the present utility model is to be exclusively provided in two neighboring bridge case on bridge pier, one
Bridge case can accommodate cable expansion crane span structure, and in the case that another bridge case can not accommodate cable expansion crane span structure, it is according to adjacent
The flexible and displacement feature of two bridge casees, is effectively protected cable and is not pulled off or extrusion damage, make cable continued power;
(2)In one-way expansion cable testing bridge of the present utility model, flexible bridge stand beam can on slip carrying roller certainly as entirety
By sliding, flexible bridge stand beam A, flexible bridge stand beam B, the cable in flexible bridge stand beam C and flexible bridge stand beam D be S-shaped to be put, and
And be not fixed on flexible crane span structure, therefore in bridge case, the motion of original cable testing bridge will promote the cable in flexible crane span structure
Stretching or compression, thus reach the purpose making cable expansion;
(3)It is provided with limiting roll in one-way expansion cable testing bridge of the present utility model, rather than do not have conditional Free Compression
And stretching, so that the motion of whole device is all controlled in the range of setting, do not result in the excessive tensile of cable, thus very well
Protection cable;
(4)In one-way expansion cable testing bridge of the present utility model, slip carrying roller is in sliding mode freely all the time, and sliding
Dynamic carrying roller quantity is also relatively more, so being not in catching phenomenon, and 304 rustless steels also will not under so harsh environment
It is corroded;
(5)The stroke of one-way expansion cable testing bridge of the present utility model can reach 1700mm, and this is common electricity
Cable retractor device or chain type crane span structure are not reached, and are particularly well-suited to the cable laying of the bridge spanning the sea of large span.
Brief description
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the I portion zoomed-in view of this utility model Fig. 1.
Fig. 3 is the top view of this utility model cable tensile strain and compressive state figure.
Specific embodiment
Further illustrate specific embodiment of the present utility model below in conjunction with the accompanying drawings.
As shown in Figure 1,2 and 3, one-way expansion cable testing bridge of the present utility model, including being arranged between two bridge box beams
Flexible crane span structure group is it is characterised in that described flexible crane span structure group includes the flexible bridge stand beam A2 being arranged in bridge box beam I 1, with this
The flexible bridge stand beam B3 that flexible bridge stand beam A2 is fixedly connected, the flexible bridge stand beam C4 being fixedly connected with this flexible bridge stand beam B3, with
The flexible bridge stand beam D5 that bridge box beam II 6 is fixedly connected, is arranged on the supporting mechanism I of described flexible bridge stand beam A2 bottom, is arranged on
The supporting mechanism II of described flexible bridge stand beam B3 bottom, is arranged on the supporting mechanism III of described flexible bridge stand beam C4 bottom, respectively
It is arranged on the position-limit mechanism on flexible bridge stand beam B3 and flexible bridge stand beam C4, cable 14 two ends are separately fixed at described bridge box beam
I 1 and bridge box beam II 6 on, cable 14 is S-type to be placed in flexible bridge stand beam A2, flexible bridge stand beam B3, flexible bridge stand beam C4 and flexible
On bridge stand beam D5, described flexible bridge stand beam C4 is fixedly connected with described flexible bridge stand beam D5,
Described supporting mechanism I includes bracing frame 12, slip carrying roller 7 on this bracing frame 12 for the setting, and described is flexible
Bridge stand beam A2 and described slip carrying roller 7 are slidably connected,
Described supporting mechanism II includes fixed support 10, horizontal frame 11 on this fixed support 10 for the setting, setting
Slip carrying roller 7 that is on this horizontal frame 11 and being arranged in order, described flexible bridge stand beam B3 is sliding with described slip carrying roller 7
It is dynamically connected,
Described supporting mechanism III includes case external fixer 9, arranges the slip carrying roller 7 on this case external fixer 9, described
Flexible bridge stand beam C4 be slidably connected with described slip carrying roller 7.
Described position-limit mechanism includes being separately positioned on the limit at two ends on described flexible bridge stand beam B3 and flexible bridge stand beam C4
Position roller 8, is separately positioned on described flexible bridge stand beam B3 and the caging bolt of flexible bridge stand beam C4 both sides.
Described cable 14 is fixed on described flexible bridge stand beam A2, flexible bridge stand beam B3, is stretched by cable clamp 13
On bridge stand beam C4 and flexible bridge stand beam D5.
Described slip carrying roller 7 is 304 stainless steel materials.
As Fig. 3(I.e. cable tensile strain and compressive state figure)Shown, one-way expansion cable testing bridge of the present utility model mainly by
The flexible bridge stand beam A2 of the flexible bridge stand beam D5 of standing part and telescopic section, flexible bridge stand beam B3 and flexible bridge stand beam C4 group
Become, cable 14 is unfixed in retractile bridge roof beam structure, be slide, S-type put, cable 14 two ends are separately fixed at
In described bridge box beam I 1 and bridge box beam II 6, when both sides bridge box beam I 1 and bridge box beam II 6 motion, it will drive flexible crane span structure
Interior cable 14 extrudes or stretches, and cable 14 is all the time in the radius of turn requiring, so cable 14 will not be injured;Flexible crane span structure
Beam D5 is fixing in bridge box beam II 6 side bridge case, and flexible bridge stand beam A2, flexible bridge stand beam B3 and flexible bridge stand beam C4 are to place
On slip carrying roller 7, so when both sides bridge case moves, flexible crane span structure will be followed bridge case and be done pull motion, and electric
Cable 14 just do in flexible crane span structure compress or extensional motion so that cable 14 be not excessively stretched or compress protection cable 14.
One-way expansion cable testing bridge of the present utility model is to be exclusively provided in two neighboring bridge case on bridge pier, a bridge case
Cable expansion crane span structure can be accommodated, and in the case that another bridge case can not accommodate cable expansion crane span structure, it is according to two neighboring
The flexible and displacement feature of bridge case, is effectively protected cable 14 and is not pulled off or extrusion damage, make cable 14 continued power;Flexible
Bridge stand beam can on slip carrying roller 7 slidably as entirety, flexible bridge stand beam A2, flexible bridge stand beam B3, flexible bridge stand beam C4
S-shaped with the cable 14 on flexible bridge stand beam D5 put, and be not fixed on flexible bridge stand beam, therefore original in bridge case
The motion of cable testing bridge will promote the cable 14 in flexible bridge stand beam to stretch or compress, thus reach making cable 14 stretch
Purpose;It is provided with limiting roll 8 in flexible bridge stand beam B3, flexible bridge stand beam C4, rather than does not have conditional Free Compression and stretching, make
The motion of whole device is all controlled in the range of setting, does not result in the excessive tensile of cable 14, thus protecting well
Cable 14;In cable testing bridge, slip carrying roller 7 is in sliding mode freely all the time, and carrying roller 7 quantity of sliding is also relatively more, so
Be not in catching phenomenon, and 304 rustless steels also will not be corroded under so harsh environment;Of the present utility model unidirectional
The stroke of retractable cable crane span structure can reach 1700mm, and this is common cable retractor device or chain type crane span structure is not reached
, it is particularly well-suited to the cable laying of the bridge spanning the sea of large span.
Claims (4)
1. a kind of one-way expansion cable testing bridge, including the flexible crane span structure group being arranged between two bridge box beams it is characterised in that described
Flexible crane span structure group include the flexible bridge stand beam A that is arranged in bridge box beam I, the retractile bridge being fixedly connected with this flexible bridge stand beam A
Set a roof beam in place B, the flexible bridge stand beam C being fixedly connected with this flexible bridge stand beam B, the flexible bridge stand beam D being fixedly connected with bridge box beam II, if
Put the supporting mechanism I in described flexible bridge stand beam A bottom, be arranged on the supporting mechanism II of described flexible bridge stand beam B bottom, setting
In the supporting mechanism III of described flexible bridge stand beam C bottom, it is separately positioned on spacing on flexible bridge stand beam B and flexible bridge stand beam C
Mechanism, cable two ends are separately fixed in described bridge box beam I and bridge box beam II, cable is S-type be placed in flexible bridge stand beam A,
On flexible bridge stand beam B, flexible bridge stand beam C and flexible bridge stand beam D, described flexible bridge stand beam C and described flexible bridge stand beam D is solid
Fixed connection,
Described supporting mechanism I includes bracing frame, slip carrying roller on this bracing frame for the setting, described flexible bridge stand beam A and
Described slip carrying roller is slidably connected,
Described supporting mechanism II includes fixed support, horizontal frame on this fixed support for the setting, and setting is in this horizontal pane
Slip carrying roller that is on frame and being arranged in order, described flexible bridge stand beam B is slidably connected with described slip carrying roller,
Described supporting mechanism III includes case external fixer, slip carrying roller on this case external fixer for the setting, and described is flexible
Bridge stand beam C is slidably connected with described slip carrying roller.
2. one-way expansion cable testing bridge according to claim 1 is it is characterised in that described position-limit mechanism includes setting respectively
Put the limiting roll at two ends on described flexible bridge stand beam B and flexible bridge stand beam C, be separately positioned on described flexible bridge stand beam B and stretch
The caging bolt of contracting bridge stand beam C both sides.
3. one-way expansion cable testing bridge according to claim 1 is it is characterised in that described cable passes through cable clamp admittedly
It is scheduled on described flexible bridge stand beam A, flexible bridge stand beam B, stretch on bridge stand beam C and flexible bridge stand beam D.
4. one-way expansion cable testing bridge according to claim 1 is it is characterised in that described slip carrying roller is 304 rustless steels
Material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620980763.1U CN205944939U (en) | 2016-08-30 | 2016-08-30 | One -way flexible cable testing bridge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620980763.1U CN205944939U (en) | 2016-08-30 | 2016-08-30 | One -way flexible cable testing bridge |
Publications (1)
Publication Number | Publication Date |
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CN205944939U true CN205944939U (en) | 2017-02-08 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201620980763.1U Withdrawn - After Issue CN205944939U (en) | 2016-08-30 | 2016-08-30 | One -way flexible cable testing bridge |
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CN (1) | CN205944939U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106129922A (en) * | 2016-08-30 | 2016-11-16 | 辽宁昊轩环保设备有限公司 | One-way expansion cable testing bridge |
-
2016
- 2016-08-30 CN CN201620980763.1U patent/CN205944939U/en not_active Withdrawn - After Issue
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106129922A (en) * | 2016-08-30 | 2016-11-16 | 辽宁昊轩环保设备有限公司 | One-way expansion cable testing bridge |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right |
Effective date of registration: 20170703 Address after: 114200 Haicheng city of Liaoning province Nantai town New River Village (Xian Village) 70 No. 400 Patentee after: Li Bin Address before: 114100 Liaoning city of Anshan province Taian County Industrial Park Patentee before: LIAONING HAOXUAN ENVIRONMENTAL PROTECTION EQUIPMENT CO., LTD. |
|
AV01 | Patent right actively abandoned |
Granted publication date: 20170208 Effective date of abandoning: 20171229 |
|
AV01 | Patent right actively abandoned |