Height-adjustable anti-pulling support
Technical Field
The utility model belongs to bridge beam supports especially indicates a support is pulled out to height-adjusting tensile.
Background
The mainstream of the existing rail transit technical system is the wheel-rail type, and the wheel-rail type rail transit is limited by the problems of air resistance, wheel-rail adhesion, hunting instability, running noise and the like, so that the running speed is difficult to economically and greatly increased, and the energy consumption and the mechanical friction wear are also obviously increased along with the increase of the speed. At present, China is strongly promoting the development of magnetic suspension trains, and the magnetic suspension trains have the greatest advantages of high speed, low energy consumption, low noise, economy and comfort, solve the current outstanding environmental problems, promote regional green development, and have great significance in constructing a novel clean, low-carbon, safe, high-efficiency and green traffic mode for going out.
The support is a key component for bearing a beam body and an abutment in bridge engineering, and because the requirement on the smoothness of a line by a magnetic levitation train is very strict, if the foundation of the bridge is settled, the integrity of the bridge and the integral stress of the bridge are influenced, and the line is seriously influenced, the required support has the function of vertically adjusting the height. Meanwhile, the magnetic suspension train has the characteristics of high speed, large inertia, suspension state operation and the like in operation, the required bridge bearing also needs to have the functions of pulling resistance, low noise, large displacement and transverse torsion resistance, the conventional bridge bearing generally adopts a plate type bearing, a pot type rubber bearing or a spherical steel bearing and the like, and the use requirements of the magnetic suspension track bridge on the bearing cannot be completely met, and the method specifically comprises the following steps: firstly, the requirement of low noise can be guaranteed when the train moves to the plate support, but can't realize vertical increasement and the function of big displacement volume, so can't be used for magnetic levitation track bridge. Secondly, when the common pot-type rubber support is used, the adjustment of large displacement can be realized, the anti-pulling function or the vertical height-adjusting function can also be realized independently, but the combination of the anti-pulling function and the vertical height-adjusting function can not be realized, and the transverse torsion-resisting function can not be realized, so that the pot-type rubber support can not be used for a magnetic suspension track bridge. And thirdly, although the common spherical support has a stable and reliable structure, the common spherical support has a single function, can only realize the functions of bearing, turning, displacement or pulling resistance, and obviously cannot meet the design requirements of the magnetic suspension track bridge.
The background art retrieved by the applicant includes:
1. the patent document with publication number CN107893369A discloses a height-adjustable steel support for a magnetic suspension rail transit bridge, the upper part of the support adopts a common spherical support structure, adjusting blocks are arranged on a middle piston and a lower support plate, the upper and lower surfaces of the adjusting blocks are arranged into inclined planes, the two adjusting blocks are connected in a matching way through an adjusting screw, a locknut and a locknut, when the height needs to be adjusted, the adjusting blocks are driven by the adjusting screw to move, so as to achieve the height-adjusting requirement of the support, thereby realizing the arbitrary adjustment of the support height in a certain range, and being capable of repeatedly adjusting for many times.
The problems of the prior art are as follows: under special working conditions, the support can be subjected to the loads such as drawing force, torsion and the like transmitted by a beam body, the support is required to have the functions of drawing resistance and transverse torsion resistance, and the support structure cannot effectively realize the functions.
2. Patent document No. CN108396602A discloses a magnetic suspension support, in which the upper and lower parts of the support are rotatably connected by a tie bolt and a transition plate, so as to support the load such as tension, compression, bending, shearing, torsion and the like transmitted by a beam body and reliably transmit the load from an upper structure to a lower structure; a rotating pair is arranged between the top plate of the tension and compression support and the transition plate, and can transfer vertical load downwards.
The problems of the prior art are as follows: when the settlement of the bridge foundation occurs, the support needs to be heightened at the moment, the support is not provided with an effective heightening device, the heightening can be realized only by increasing the steel base plate, the engineering quantity is large, and the construction risk is high.
The applicant has not found the same literature reports as in the present application in the domestic patent database.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an it pulls out support to increase tensile has the tensile function of pulling out, low noise, large displacement, horizontal antitorque and vertical adjustable height, can satisfy each item technical requirement to lower part bearing structure when maglev train moves.
The whole technical concept of the utility model is that:
the height-adjustable anti-pulling support comprises an upper seat plate and a middle seat plate arranged below the upper seat plate at intervals, wherein the lower surface of the upper seat plate and the upper surface of the middle seat plate are rotatably assembled through a spherical revolute pair, and a base plate is matched below the middle seat plate; the left side and the right side of well bedplate symmetry outwards extend and form the arch that the lower surface is cylindrical fitting surface, go up the both ends symmetry of controlling of bedplate and be equipped with the cylinder tensile piece with cylindrical fitting surface cambered surface adaptation, cylinder tensile piece both ends inboard clamps and its inner surface and protruding outer end clearance assembly along the fitting surface swing, the slope with protruding axial syntropy is seted up to the left and right sides bottom of well bedplate, it sets up between the left and right sides bottom and the backing plate of well bedplate to heighten the cushion, heighten cushion upper portion be equipped with the working face with the slope adaptation, well bedplate, it is fixed through anchor bolt cross-under to heighten cushion and backing plate.
The specific technical structure of the utility model is as follows:
in order to realize fixation after adjustment of the height-adjusting cushion block, the preferable technical implementation means is that a working hole matched with the lower anchor bolt is formed in the height-adjusting cushion block, the working hole is a long round hole and is arranged in the same direction along the adjustment direction of the height-adjusting cushion block.
In order to ensure that the height-adjusting cushion block is reliably matched with the lower part of the middle seat plate after being adjusted and is not easy to slide relatively, the preferable technical implementation means is that mutually-matched anti-slip grains are arranged on the slope surface and the working surface.
The fixed multiple mechanical connection mode that can adopt of cylinder tensile piece and last bedplate does not all break away from the utility model discloses an essence, wherein preferred technique implementation means is, the cylinder tensile piece outside be fixed in upper bedplate left and right ends through resistance to plucking bolt.
The main function of the spherical revolute pair is to reliably transmit the load transmitted by the beam body to the lower structure, wherein the preferable technical means is that the spherical revolute pair comprises a spherical crown lining plate arranged between the upper seat plate and the middle seat plate.
For making the utility model discloses can adapt to great roof beam body displacement to satisfy the requirement of magnetic suspension track bridge roof beam large-span, preferred technical implementation means is, upper plate upper surface clamp clearance sliding fit and have the displacement upper plate, the slip direction of displacement upper plate with in the same direction as the bridge.
In order to limit the transverse movement of the support, the preferable technical implementation means is that the front end and the rear end of the upper seat plate are provided with limit blocks matched with the middle seat plate along the transverse bridge direction.
In order to realize smooth matching between adjacent parts, further reduce noise and prolong the service life of the parts, the preferable technical implementation means is that a sliding friction pair is arranged between adjacent matching surfaces of the displacement upper plate, the upper seat plate, the spherical crown lining plate and the middle seat plate, and the sliding friction pair comprises a plane wear-resisting plate or a spherical wear-resisting plate and a stainless steel plate matched with the plane wear-resisting plate or the spherical wear-resisting plate.
In order to prevent external foreign matters from entering to influence the matching reliability between parts, the preferable technical implementation means is that a sealing ring is arranged on the outer side of a sliding friction pair between adjacent matching surfaces of the displacement upper plate, the upper seat plate, the spherical crown lining plate and the middle seat plate.
The technical progress of the utility model lies in:
1. because the utility model discloses an regard spherical bearing as main design basis, consequently can play ordinary spherical bearing's vertical pressure-bearing effect, owing to adopted cambered surface normal running fit's arch and the cylinder tensile piece that has cylindrical fitting surface, in the corner function that satisfies train advancing direction, also restricted the horizontal wrench movement of bridge simultaneously.
2. The structural design of the height-adjusting cushion block below the middle seat plate enables the support to have a stepless height-adjusting function, and the structural design of the anti-skid grains enables the height-adjusting cushion block to be matched with the middle seat plate and not to slip easily after being locked; thirdly, the structural design of the long round hole enables the fixation to be more convenient.
3. The structural design of the base plate ensures that the middle base plate is not in direct contact with the cushion stone, and the accuracy of heightening is realized.
4. The structural design of displacement upper plate makes the utility model discloses can adapt to great roof beam body displacement, be convenient for satisfy the big operation requirement of magnetic suspension track bridge span.
5. The structural design that the cylindrical tensile blocks, the two sides of the displacement upper plate and the upper seat plate are in clearance sliding fit effectively ensures that the support has the anti-pulling function.
Drawings
Fig. 1 is a schematic structural diagram of the present invention without a displacement upper plate.
Fig. 2 is a schematic structural diagram of the present invention with an additional displacement upper plate.
Fig. 3 is a left side view of fig. 2.
Fig. 4 is a perspective view of fig. 1.
Fig. 5 is a perspective view of fig. 2.
The reference numbers in the drawings are as follows:
1. an upper seat plate; 1-1, displacing the upper plate; 2. a spherical cap liner plate; 3. a seal ring; 4. a planar wear plate; 5. a spherical wear plate; 6. a middle seat plate; 7. a height adjusting cushion block; 8. a base plate; 9. a limiting block; 10. a cylindrical tensile block; 11. an upper anchor bolt; 12. a lower anchor bolt; 13. anti-pulling bolts; 14. and a working hole.
Detailed Description
The present invention is further described with reference to the following embodiments, but the present invention is not limited thereto, and the protection scope of the present invention is subject to the content described in the claims, and any equivalent technical means made according to the description can be replaced without departing from the protection scope of the present invention.
Examples
The specific structure of the embodiment is shown in the figure, and comprises an upper seat plate 1 and a middle seat plate 6 arranged below the upper seat plate 1 at intervals, wherein the lower surface of the upper seat plate 1 and the upper surface of the middle seat plate 6 are assembled in a spherical rotation mode through a spherical rotation pair, and a base plate 8 is matched below the middle seat plate 6; well bedplate 6 left and right sides symmetry outwards extends and forms the arch that the lower surface is cylindrical fitting surface, both ends symmetry is equipped with the cylinder tensile piece 10 with cylindrical fitting surface cambered surface adaptation about going up bedplate 1, cylinder tensile piece 10 both ends inboard clamps and its inner surface and protruding outer end clearance assembly along the fitting surface swing, the slope with protruding axial syntropy is seted up to the left and right sides bottom of well bedplate 6, heighten cushion 7 and set up between the left and right sides bottom of well bedplate 6 and backing plate 8, heighten cushion 7 upper portion and be equipped with the working face with the slope adaptation, well bedplate 6, heighten cushion 7 and backing plate 8 are fixed through 12 cross-under bolts connections down.
The height-adjusting cushion block 7 is provided with a working hole 14 matched with the lower anchor bolt, and the working hole 14 is a long round hole and is arranged in the same direction along the adjusting direction of the height-adjusting cushion block 7.
The slope surface and the working surface are provided with mutually matched anti-slip lines.
The outer sides of the cylindrical tensile blocks 10 are fixed at the left end and the right end of the upper seat plate 1 through anti-pulling bolts 13.
The spherical surface rotating pair comprises a spherical crown lining plate 2 arranged between an upper seat plate 1 and a middle seat plate 6.
The upper surface of the upper seat plate 1 is clamped with a displacement upper plate 1-1 in clearance sliding fit, and the sliding direction of the displacement upper plate 1-1 is the same as the forward bridge direction.
And the front end and the rear end of the upper seat plate 1 are provided with limit blocks 9 matched with the middle seat plate 6 along the transverse bridge direction.
A sliding friction pair is arranged between the adjacent matching surfaces of the displacement upper plate 1-1, the upper seat plate 1, the spherical crown lining plate 2 and the middle seat plate 6, and comprises a plane wear-resistant plate 4 or a spherical wear-resistant plate 5 and a stainless steel plate matched with the plane wear-resistant plate or the spherical wear-resistant plate 5.
And a sealing ring 3 is arranged on the outer side of a sliding friction pair between adjacent matching surfaces of the displacement upper plate 1-1, the upper seat plate 1, the spherical crown lining plate 2 and the middle seat plate 6.
When in use, the upper anchor bolt 11 can be arranged on the displacement upper plate 1-1 or the upper seat plate 1 according to requirements so as to meet the connection between the support and the beam body.