CN207846217U - A kind of sub-wire tube type rope saddle back court assembled positioning device - Google Patents
A kind of sub-wire tube type rope saddle back court assembled positioning device Download PDFInfo
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- CN207846217U CN207846217U CN201721755365.0U CN201721755365U CN207846217U CN 207846217 U CN207846217 U CN 207846217U CN 201721755365 U CN201721755365 U CN 201721755365U CN 207846217 U CN207846217 U CN 207846217U
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- tube type
- wire tube
- type rope
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- 241001441752 Philesturnus carunculatus Species 0.000 title claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 68
- 239000010959 steel Substances 0.000 claims abstract description 68
- 210000000988 bone and bone Anatomy 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims 1
- 238000005259 measurement Methods 0.000 abstract description 11
- 238000009434 installation Methods 0.000 abstract description 10
- 238000010276 construction Methods 0.000 description 11
- 238000003466 welding Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 5
- 239000000835 fiber Substances 0.000 description 4
- 230000008901 benefit Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000004807 localization Effects 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Abstract
The utility model discloses such a sub-wire tube type rope saddle back court assembled positioning devices, it includes the stiff skeleton for installing sub-wire tube type rope saddle, the positioning bracket for going out the spatial positions Ta Kou for positioning sub-wire tube type rope saddle is provided on stiff skeleton, the bottom elevation limit for height steel plate and limit corner block for positioning sub-wire tube type rope saddle center line and elevation location are additionally provided on stiff skeleton, limit corner block is fixed in the upper surface of bottom elevation limit for height steel plate, and positioning bracket, bottom elevation limit for height steel plate are conllinear with the limit center axis of symmetry of corner block three.The utility model is simple in structure, easy to install and use, its compared with the prior art a right centre spot to solve sub-wire tube type rope saddle installation when without object of reference, it can only judge by rule of thumb, need repeated measurement, fix, unlock repeatedly, the installation technical problem that positioning accuracy is poor, efficiency is low.
Description
Technical field
The utility model is related to a kind of sub-wire tube type rope saddle positioning devices, belong to low-pylon cable-stayed bridge sub-wire pipe mounting technique neck
A kind of domain, and in particular to sub-wire tube type rope saddle back court assembled positioning device.
Background technology
At this stage, what low-pylon cable-stayed bridge construction technology was employed is more and more, and how to dividing in low-pylon cable-stayed bridge construction
The positioning of threaded pipe type cable saddle is a difficult point.With the continuous development of science and technology, low-pylon cable-stayed bridge construction is relatively increasingly easier, short tower
The construction method of cable-stayed bridge is essentially identical with continuous bridge, and the construction of cantilever method can be used.It is secondary that suspension cable need not be carried out in construction
Cable force adjustment.And low-pylon cable-stayed bridge bridge tower is shorter, and bridge tower construction is also constructed without cable-stayed bridge pylon complicated.Sub-wire tube type rope saddle
Positioning directly affect the construction speed of king-post, and to ensure that duration, Multipoint synchronous operation also become normality, change by technology
Into, sub-wire tube type rope saddle back court assembled positioning device is used into construction link, to alleviate time that multiple spot operation brings,
Personnel, economic problems.
The low-pylon cable-stayed bridge construction time is compact at present, and king-post, box beam are constructed simultaneously, necessary when positioning sub-wire tube type rope saddle
Tower crane is occupied for a long time.Since each main pier is equipped with a tower crane, will influence main bridge box beam when front court positions cable saddle normally applies
Between working hour, the precision of sub-wire tube type rope saddle positioning is largely influenced by the mismachining tolerance of pipe fitting or other components, it is difficult to full
Its positioning accuracy request of foot.Without object of reference when mobile sub-wire tube type rope saddle, it can only judge by rule of thumb, need repeated measurement, repeatedly
It fixes, unlock, low precision, efficiency are low.
In Chinese periodical《Highway》The 10th phase of October in 2013, article number:It is disclosed in 0451-071210-0253-03
The paper of entitled " Lhasa receive golden bridge sub-wire pipe location and installation ", essence is fixed in order to improve sub-wire pipe location and installation
Degree is provided with for positioning fixed sub-wire pipe L-shaped angle steel at the both ends of stiff skeleton, to effectively facilitate sub-wire pipe
Go out the positioning of the spatial positions Ta Kou, but sub-wire pipe front court is mainly described firstly the need of pointing out that the sub-wire pipe of the patent positions
(angle steel controls elevation in the positioning of front court, can also actually position, can't influence whole in other way for positioning
Body), present invention is mainly used for the positioning of sub-wire pipe back court, without reference when being mobile sub-wire tube type rope saddle
Object can only judge by rule of thumb, need repeated measurement, fix, unlock repeatedly, low precision, efficiency are low, can not ensure sub-wire tube hub
The accuracy of position.
Invention content
In view of the above-mentioned drawbacks of the prior art, the purpose of this utility model seeks to solve above-mentioned background technology not
Foot, provides a kind of sub-wire tube type rope saddle back court assembled positioning device, is not only simple in structure, and can conveniently carry
Installation (speed and) precision of high score fiber tube.
In order to solve the above technical problems, the utility model uses such a sub-wire tube type rope saddle back court assembled positioning
Device comprising the stiff skeleton for installing sub-wire tube type rope saddle is provided on the stiff skeleton for positioning described point
Threaded pipe type cable saddle goes out the positioning bracket of the spatial positions Ta Kou, is additionally provided on the stiff skeleton for positioning the sub-wire tubular type
The bottom elevation limit for height steel plate of cable saddle center line and elevation location and limit corner block, it is high that the limit corner block is fixed in the bottom
The upper surface of the high steel plate of degree, it is described to position the symmetrical of bracket, the bottom elevation limit for height steel plate and the limit corner block three
Central axis is conllinear.
In a kind of preferred embodiment of the utility model, the stiff skeleton includes being vertically installed in concrete platform
On the tower mouth elevation that goes out fix channel steel and center and fix channel steel, it is described go out tower mouth elevation fix the central axis of channel steel with it is described in
The central axis that the heart fixes channel steel is conllinear.
In a kind of preferred embodiment of the utility model, it is adjacent go out tower mouth elevation fix channel steel between be connected with positioning
Bracket.
In a kind of preferred embodiment of the utility model, adjacent center is connected with bottom elevation limit for height between fixing channel steel
Steel plate.
In a kind of preferred embodiment of the utility model, the central axis and the stiffness bone of the limit corner block
The central axis of frame is conllinear.
In a kind of preferred embodiment of the utility model, between adjacent fixed channel steel and adjacent center fix channel steel it
Between be both provided with stull and scissors fork.
The utility model has the beneficial effects that:The utility model is simple in structure, easy to install and use, passes through sub-wire tubular type
Cable saddle center bottom elevation limit for height steel plate and limit corner block efficiently control its center line and elevation, are divided by positioning bracket and determining
Threaded pipe type cable saddle goes out the spatial positions Ta Kou so as to simplify, compared with the prior art a right centre spot from
And without object of reference when solving the installation of sub-wire tube type rope saddle, it can only judge by rule of thumb, need repeated measurement, fix, unlock repeatedly,
The installation technical problem that positioning accuracy is poor, efficiency is low, is effectively improved sub-wire pipe installation accuracy, saves the set-up time, drops
The low difficulty for measuring operation, improves measurement efficiency, also saves a large amount of man power and material, has great promotion price
Value.
Description of the drawings
Fig. 1 is a kind of structural schematic diagram of sub-wire tube type rope saddle back court assembled positioning device of the utility model embodiment;
Fig. 2 is a kind of front view of sub-wire tube type rope saddle back court assembled positioning device of the utility model embodiment;
Fig. 3 is a kind of A-A sectional views of sub-wire tube type rope saddle back court assembled positioning device of the utility model embodiment;
Fig. 4 is a kind of B-B sectional views of sub-wire tube type rope saddle back court assembled positioning device of the utility model embodiment;
In figure:1. concrete platform;2. positioning bracket;3. going out tower mouth elevation fixes channel steel;
4. sub-wire tube type rope saddle;5. limiting corner block;6. bottom elevation limit for height steel plate;
7. channel steel is fixed at center;8. stull and scissors fork.
Specific implementation mode
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only explaining this
Utility model is not used to limit the utility model.
A kind of structural schematic diagram of sub-wire tube type rope saddle back court assembled positioning device shown in Figure of description it is found that
The utility model includes the stiff skeleton for installing sub-wire tube type rope saddle 4, is provided on stiff skeleton for positioning sub-wire pipe
Formula cable saddle 4 goes out the positioning bracket 2 of the spatial positions Ta Kou, is additionally provided on stiff skeleton for positioning 4 center of sub-wire tube type rope saddle
The bottom elevation limit for height steel plate 6 of line and elevation location and limit corner block 5, limit corner block 5 are fixed in bottom elevation limit for height steel plate 6
Upper surface, positioning bracket 2, bottom elevation limit for height steel plate 6 with limit the center axis of symmetry of 5 three of corner block it is conllinear.Stiffness bone
Frame includes that the going out tower mouth elevation being vertically installed on concrete platform 1 fixes channel steel 3 and center fixation channel steel 7, goes out tower mouth elevation
One rectangular-shape in the fixed besieged city of channel steel 3, center fix channel steel 7 and are set to out centre and the two that tower mouth elevation fixes channel steel 3
Center axis of symmetry is collinearly arranged, it is total to go out the central axis that tower mouth elevation fixes the central axis of channel steel 3 and channel steel 7 is fixed at center
Line.It is adjacent go out tower mouth elevation fix channel steel 3 between be connected with positioning bracket 2.Adjacent center is connected with bottom height between fixing channel steel 7
The high steel plate of degree 6.The central axis for limiting corner block 5 is conllinear with the central axis of stiff skeleton.Between adjacent fixed channel steel 3 and
Adjacent center is both provided with stull and scissors fork 8 between fixing channel steel 7.Bracket 2 is positioned to be one block of steel plate rather than use angle
Iron, it is ensured that the utility model sub-wire pipe in transportational process will not deform deviation, since fiber tube center is on circular curve, if
The method positioning sub-wire Guan Zetai that elevation is controlled with steel plate in the prior art is complicated, and uses limit corner block 5 (angle bar),
Dot center is marked on angle bar, is more advantageous on circular arc and is withstood center of arc.
When using the utility model (back court positioning),
By high-accuracy total powerstation, setting-out goes out stiff skeleton outer edge and drop point on concrete platform 1 first, is sprayed
Paint label.Stiff skeleton dropping place is rectified a deviation after erectting by levelling tube, and welding is fixed in time;
Then elevation location is carried out to center fixing groove steel 7 by high-accuracy total powerstation, is then fixed on channel steel 7 at center
Bottom elevation limit for height steel plate 6 carries out accurate measurement welded limiting corner block 5 on bottom elevation limit for height steel plate 6, by limit corner block 5,
Bottom elevation limit for height steel plate 6, center fix the whole central space position for controlling sub-wire pipe cable saddle 4 of channel steel 7, this is also phase of the present invention
For the key point of the prior art, the installation and debugging of sub-wire pipe cable saddle 4 are greatly facilitated by increasing a reference point;
Then tower mouth elevation is gone out to sub-wire pipe cable saddle and fixes the progress elevation location of channel steel 3, welding is fixed on going out tower mouth elevation fixation channel steel 3
Position bracket 2, by high-accuracy total powerstation to orienting out tower mouth anchor plate plan-position and elevation on positioning bracket 2.(back court is hung
Dress and positioning flow:Sub-wire tube type rope saddle 4 carried out label when dispatching from the factory to sub-wire pipe center of arc and anchor plate center,
By (channel steel 3 is with lateral extent inside and outside channel steel 7 between 7 center of the lifting of sub-wire tube type rope saddle 4 to fixed channel steel 3 and fixed channel steel
52cm, 4 anchor plate of sub-wire tube type rope saddle are 50cm, wherein reserved 2cm distances prevent channel steel welding error from causing sub-wire pipe cannot
Be properly placed cause torsion, deformation), by the center of arc of sub-wire tube type rope saddle 4 and anchor plate center alignment limit corner block 5 and
It positions on bracket 2 on measurement markers point, limit corner block 5 and positioning bracket 2 can be checked mutually, determine whether sub-wire pipe 4 becomes
Shape.Then it checks, record 4 data of sub-wire pipe, whether meet code requirement after welding, into next sub-wire tube type rope saddle 4
It measures.) complete at once to reinforce it using stull and scissors fork 8 after first segment sub-wire tube type rope saddle positions.Then again into
The next section sub-wire tube type rope saddle positioning of row.The present utility model positions for a component threaded pipe type cable saddle, and one group is 2 section sub-wires
Pipe, 1 section are 2 sub-wire pipes.
By this utility model and the method for invention, the positioning accuracy of sub-wire tube type rope saddle is not only made to meet requirement,
And position fixing process is flexibly, rapidly, has won the time for low-pylon cable-stayed bridge king-tower rapid construction, ensure that site operation progress
It is required that while improve measurement efficiency, also save a large amount of man power and material, have it is prodigious society and economic benefit.
It should be understood that these are only the specific implementation mode of the present invention, but protection scope of the present invention is not limited to
In this, any technical person familiar with the field within the technical scope disclosed by the invention, the variation that can readily occur in or is replaced
It changes, should be covered by the protection scope of the present invention.
Front court positions the comparison with back court positioning:
Wherein fundamental measurement flow welding L positioning angle steel control elevation, lift sub-wire tube type rope saddle anchor plate to L position
It on angle steel, is then fixed by the relative position of measurement and positioning anchor plate, then audited scores fiber tube arc section center elevation again.
And back court positioning is to complete stiff skeleton by first setting-out outer edge intersection point.Every sub-wire pipe is by two locating slots
Steel 3 (effect in terms of forming track of channel steel 7 is identical) and positioning bracket 2, limit corner block 5 are fixed, and 2 channel steel purposes (make
Sub-wire pipe forms track in hoisting process, prevents sub-wire pipe from leading to sub-wire pipe 4 under high wind conditions or under impact events certainly
The distortion and deformation of body.) and then by limiting corner block 5 fix sub-wire pipe center of arc, pass through and positions bracket 2 and fix sub-wire
Tube type rope saddle anchor plate.After the completion of lifting, practical upper limit corner block 5 and positioning bracket 2 can be checked mutually, determine sub-wire pipe
Whether deform.By whether meeting code requirement after finally measuring review and record sub-wire pipe welding.
Back court localization characteristics:1, wind-force is small, influences to reduce on measuring speed and precision;2, we increase sub-wire pipe into
Enter the track of skeleton, the probability of sub-wire tube type rope saddle 4 itself torsion or collision deformation can be reduced;3, it positions, install, before welding
Must having determined that sub-wire pipe, whether there is or not deformations, and front court positioning anchor plate completes 4 center of arc's elevation of audited scores fiber tube after welding
It can lead to the presence of duplicate measurements;4, the speed of surveying and locating can be undoubtedly improved in measuring with reference to the installation positioning of object, relatively
Short time measures the precision that can also improve achievement.
Claims (6)
1. a kind of sub-wire tube type rope saddle back court assembled positioning device, including it is used to install the stiffness bone of sub-wire tube type rope saddle (4)
Frame is provided with the positioning bracket for going out the spatial positions Ta Kou for positioning the sub-wire tube type rope saddle (4) on the stiff skeleton
(2), it is characterised in that:It is additionally provided on the stiff skeleton for positioning sub-wire tube type rope saddle (4) center line and elevation
The bottom elevation limit for height steel plate (6) of position and limit corner block (5), the limit corner block (5) are fixed in the bottom elevation limit for height
The upper surface of steel plate (6), the positioning bracket (2), the bottom elevation limit for height steel plate (6) and limit corner block (5) three
Center axis of symmetry it is conllinear.
2. a kind of sub-wire tube type rope saddle back court assembled positioning device according to claim 1, it is characterised in that:The strength
Property skeleton include be vertically installed on concrete platform (1) going out tower mouth elevation fix channel steel (3) and center fixation channel steel (7),
It is described go out tower mouth elevation to fix the central axis of central axis and the center fixation channel steel (7) of channel steel (3) conllinear.
3. a kind of sub-wire tube type rope saddle back court assembled positioning device according to claim 2, it is characterised in that:It is adjacent go out
Tower mouth elevation is connected with positioning bracket (2) between fixing channel steel (3).
4. a kind of sub-wire tube type rope saddle back court assembled positioning device according to claim 2, it is characterised in that:In adjacent
The heart is connected with bottom elevation limit for height steel plate (6) between fixing channel steel (7).
5. a kind of sub-wire tube type rope saddle back court assembled positioning device according to claim 1, it is characterised in that:The limit
The central axis of position corner block (5) is conllinear with the central axis of the stiff skeleton.
6. a kind of sub-wire tube type rope saddle back court assembled positioning device according to claim 2, it is characterised in that:It is adjacent solid
Determine to be both provided with stull and scissors fork (8) between adjacent center fixation channel steel (7) between channel steel (3).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201721755365.0U CN207846217U (en) | 2017-12-15 | 2017-12-15 | A kind of sub-wire tube type rope saddle back court assembled positioning device |
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CN201721755365.0U CN207846217U (en) | 2017-12-15 | 2017-12-15 | A kind of sub-wire tube type rope saddle back court assembled positioning device |
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CN201721755365.0U Expired - Fee Related CN207846217U (en) | 2017-12-15 | 2017-12-15 | A kind of sub-wire tube type rope saddle back court assembled positioning device |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107881914A (en) * | 2017-12-15 | 2018-04-06 | 中交第二航务工程局有限公司 | A kind of sub-wire tube type rope saddle back court assembled positioner and assembly method |
-
2017
- 2017-12-15 CN CN201721755365.0U patent/CN207846217U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107881914A (en) * | 2017-12-15 | 2018-04-06 | 中交第二航务工程局有限公司 | A kind of sub-wire tube type rope saddle back court assembled positioner and assembly method |
CN107881914B (en) * | 2017-12-15 | 2023-09-12 | 中交第二航务工程局有限公司 | Wire-dividing tube type cable saddle back field assembly type positioning device and assembly method |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180911 |
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CF01 | Termination of patent right due to non-payment of annual fee |