WO2019206086A1 - Support assembly and track beam having same - Google Patents

Support assembly and track beam having same Download PDF

Info

Publication number
WO2019206086A1
WO2019206086A1 PCT/CN2019/083706 CN2019083706W WO2019206086A1 WO 2019206086 A1 WO2019206086 A1 WO 2019206086A1 CN 2019083706 W CN2019083706 W CN 2019083706W WO 2019206086 A1 WO2019206086 A1 WO 2019206086A1
Authority
WO
WIPO (PCT)
Prior art keywords
tensile
support plate
plate
contact
supporting
Prior art date
Application number
PCT/CN2019/083706
Other languages
French (fr)
Chinese (zh)
Inventor
庞勇
谢乐
胡泽明
Original Assignee
比亚迪股份有限公司
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 比亚迪股份有限公司 filed Critical 比亚迪股份有限公司
Publication of WO2019206086A1 publication Critical patent/WO2019206086A1/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/04Bearings; Hinges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/04Bearings; Hinges
    • E01D19/042Mechanical bearings

Definitions

  • the present application belongs to the field of rail transit, and in particular relates to a support assembly and a rail beam having the same.
  • the contact shaft of the type of support has a small contact area with the bearing plate, and the contact stress is large, which limits the overall bearing capacity and resistance of the bearing.
  • the pulling capacity makes the bearing have a relatively bulky volume and increases the cost.
  • the present application provides a support assembly for a track beam, which has a large bearing area and a tensile area, which greatly improves the overall load bearing capacity and tensile strength of the support assembly, and reduces the support.
  • a support assembly for a track beam comprising: an upper support plate; a lower support plate, the lower support plate being located below the upper support plate; a support plate, an upper surface of the support plate and the The upper support plate is in a mating engagement; the lower surface of the support plate is in contact with the lower support plate; the tensile seat is fixedly connected to the lower support plate; the tensile block, the anti-block The upper surface of the pull block is in contact with the tensile seat; the lower surface of the tensile block is in contact with the upper surface of the upper support plate; the upper support plate and the lower support plate may occur Longitudinal relative movement and relative rotation in a longitudinal vertical plane.
  • the contact area between the lower support plates has a large contact area, which greatly improves the overall load carrying capacity of the support assembly, reduces the volume and manufacturing and installation cost of the support assembly; and the upper support plate and the The lower support plate can undergo longitudinal relative movement and relative rotation in a longitudinal vertical plane to accommodate bending deformation and telescopic deformation of the track beam.
  • the tensile seat is fixedly connected to the lower support plate and is in contact with the upper surface of the tensile block; the upper surface of the upper support plate is in contact with the lower surface of the tensile block; The vertical relative movement of the upper support plate and the lower support plate and the relative rotation in the lateral vertical plane are limited, and the tensile strength and lateral stability of the support assembly are improved.
  • the abutment assembly of the track beam according to the present application may also have the following additional technical features.
  • the upper surface of the support plate is a support sliding surface
  • the lower surface is a support rotating surface
  • the lower surface of the upper support plate includes a supporting sliding surface
  • the upper surface of the lower support plate The supporting rotating surface of the upper supporting plate is in contact with the supporting sliding surface of the supporting plate; the supporting rotating surface of the lower supporting plate is in contact with the supporting rotating surface of the supporting plate.
  • the upper support plate and the lower support plate are relatively rotatable in a longitudinal vertical plane by a contact fit of the support rotating surface of the support plate and the support rotating surface of the lower support plate.
  • the longitudinal support relative movement of the upper support plate and the lower support plate can be caused by the contact fit of the support sliding surface of the support plate with the support sliding surface of the upper support plate.
  • the upper surface of the support plate is a support rotating surface
  • the lower surface is a support sliding surface
  • the lower surface of the upper support plate includes a supporting rotating surface
  • the upper surface of the lower support plate The supporting sliding surface of the upper supporting plate is in contact with the supporting rotating surface of the supporting plate; the supporting sliding surface of the lower supporting plate is in contact with the supporting sliding surface of the supporting plate.
  • the upper support plate and the lower support plate are relatively rotatable in a longitudinal vertical plane by a contact fit of the support rotating surface of the support plate with the support rotating surface of the upper support plate.
  • the longitudinal support relative movement of the upper support plate and the lower support plate can be caused by the contact fit of the support sliding surface of the support plate with the support sliding surface of the lower support plate.
  • the support rotating surface of the support plate is a spherical surface; the support sliding surface of the support plate is a flat surface.
  • the support rotating surface of the support plate is a spherical surface; the support sliding surface of the support plate is a flat surface.
  • the upper surface of the tensile block is a tensile rotating surface
  • the lower surface is a tensile sliding surface
  • the lower surface of the tensile seat includes a tensile rotating surface
  • the upper supporting plate The upper surface includes a tensile sliding surface
  • the tensile rotating surface of the tensile seat is in contact with the tensile rotating surface of the tensile block
  • the tensile sliding surface of the upper supporting plate and the tensile block The tensile sliding surface contacts the fit.
  • the upper surface of the tensile block is a tensile sliding surface
  • the lower surface is a tensile rotating surface
  • the lower surface of the tensile seat includes a tensile sliding surface
  • the upper support plate The upper surface includes a tensile rotating surface
  • the tensile sliding surface of the tensile seat is in contact with the tensile sliding surface of the tensile block
  • the tensile rotating surface of the upper supporting plate and the tensile block The tensile surface of the rotating contact is matched.
  • the tensile surface of the tensile block is a spherical surface and the tensile sliding surface is a flat surface.
  • Contact engagement of the spherical surface tensile rotating surface of the tensile block with the tensile rotating surface of the tensile seat or the upper support plate, and the planar tensile sliding surface of the tensile block and the resistance The contact fit of the tensile sliding surface of the pull seat or the upper support plate greatly improves the tensile strength and lateral stability of the support assembly.
  • the tensile seat includes a first tensile seat and a second tensile seat; the first tensile seat is fixedly coupled to a left end of the lower abutment plate; The pull seat is fixedly connected to the right end of the lower support plate; the first tensile seat is located above the left end of the upper support plate; the second tensile seat is located at the right end of the upper support plate Upper; the tensile block includes a first tensile block and a second tensile block; an upper surface of the first tensile block is in contact with the first tensile seat; and the first tensile block is under The surface is in contact with the left end of the upper support plate; the upper surface of the second tensile block is in contact with the second tensile seat; the lower surface of the second tensile block and the upper support The contact fit of the right end of the plate through the left and right sets of the tensile seat, the tensile block
  • the stand assembly further includes a first slide, a second slide, a third slide, and a fourth slide; the upper support plate and the support plate are in contact with the first slide The lower support plate and the support plate are in contact with the second slide plate; the tensile block and the tensile block are in contact with the third slide plate; the upper support plate and the The tensile block is mated by the fourth slide.
  • the first slide, the second slide, the third slide and the fourth slide make the relative movement between the upper support plate and the lower support plate smoother and have a vertical cushioning effect.
  • the stand assembly further includes a first steel plate, a second steel plate, a third steel plate, and a fourth steel plate;
  • the first steel plate is located between the upper support plate and the support plate And the first steel plate is fixedly connected to a lower surface of the upper support plate or an upper surface of the support plate;
  • the second steel plate is located between the support plate and the lower support plate, and
  • the second steel plate is fixedly coupled to the lower surface of the support plate or the upper surface of the lower support plate;
  • the third steel plate is located between the tensile block and the tensile block, and the third a steel plate is fixedly coupled to a lower surface of the tensile seat or an upper surface of the tensile block;
  • the fourth steel plate is located between the tensile block and the upper support plate, and the fourth steel plate is fixed Attached to a lower surface of the tensile block or an upper surface of the upper support plate.
  • the first steel plate, the second steel plate, the third steel plate and the fourth steel plate
  • the support plates are at least two; the upper surface of each of the support plates is in mating engagement with the upper support plate; the lower surface of each of the support plates and the lower support
  • the seat plate is in contact fit; the at least two support plates are disposed laterally.
  • the laterally disposed at least two of the support plates greatly enhance the lateral stability of the abutment assembly.
  • the holder assembly further includes a dust seal ring; the dust seal ring is in contact with the lower surface of the upper support plate; the dust seal ring and the lower branch The upper surface of the seat plate is in contact with the seat; the dust seal is disposed around the support plate.
  • the support plate is protected by dust seal by the dust seal ring, which greatly improves the reliability of the cooperation between the upper support plate, the support plate and the lower support plate.
  • the stand assembly further includes a first anti-shear; the first anti-scissor is fixedly coupled to a middle portion of the upper support plate; and the lower support plate is provided with a first The first shearing jaw is located at a middle portion of the lower bearing plate; the first shearing jaw is in contact with the first shearing jaw.
  • the first anti-scissor By the first anti-scissor, the upper support plate and the lower support plate can be provided with mounting positioning and a limit, so that the upper support plate can transmit a lateral load to the lower support plate. The working stability of the support assembly is greatly improved.
  • the pedestal assembly further includes a second anti-scissor; the second anti-scissor includes a second left anti-scissor and a second right anti-scissor; the second left anti-shear ⁇ is fixedly connected to the left end of the upper support plate; the second right shear sill is fixedly connected to the right end of the upper support plate; the lower support plate is provided with a second shear nip;
  • the second shearing jaw includes a second left shearing jaw and a second right shearing jaw; the second left shearing jaw is located at a left end of the lower bearing plate; the second right shearing jaw a port is located at a right end of the lower support plate; the second left anti-scissor is in contact with the second left shear port; and the second right clip is in contact with the second right shear port Cooperate.
  • the upper support plate and the lower support plate can be provided with mounting positioning and a limit, so that the upper support plate can transmit a lateral load to the lower support plate. It can also resist the torsional deformation of the track beam, greatly improving the working stability of the support assembly.
  • the stand assembly further includes a base plate; the base plate is located below the lower support plate and is fixedly coupled to the lower support plate.
  • the base plate is adapted to be pre-buried in the track cover beam to provide a mounting base for the lower support plate.
  • the base plate and the lower support plate are connected by anchor bolts; the lower surface of the base plate is provided with a barrier box; the barrier box is located below the anchor bolt.
  • the barrier box is used for isolating concrete, and is suitable for leaving installation space for the anchor bolt when the cover beam is poured.
  • the abutment assembly further includes an anchor rebar mount; the anchor rebar mount is located below the base plate and is fixedly coupled to the base plate; the anchor rebar mounting The seat is provided with a threaded hole; the threaded hole is adapted to be threadedly coupled to the anchoring steel.
  • the base plate is connected to the anchoring steel bar through the anchoring steel bar mounting seat, and the anchoring steel bar mounting seat is subjected to a pulling force during a working process, thereby improving the tensile strength of the bearing component.
  • the stand assembly further includes a shear rib; the shear rib is a strip structure located below the base plate and fixedly coupled to the base plate.
  • the anti-shearing rib is located below the base plate, which improves the shear resistance of the base plate, thereby improving the shear resistance of the support assembly.
  • the stand assembly further includes a third shear shackle; the third shackle is located above the base plate and is fixedly coupled to the base plate; The side of the triple-resistor is in contact with the lower support plate, and the lower support plate is laterally and longitudinally positioned relative to the base plate.
  • the present application also provides a track beam comprising a track beam body and the stand assembly provided by the present application; an upper end of the stand assembly is fixedly coupled to one end of the track beam body.
  • the end portion of the rail beam body has a large bearing area, which greatly improves the overall bearing capacity of the rail beam, and reduces the bearing assembly. Volume and manufacturing and installation costs of the rail beam.
  • the rail beam further includes a cover beam and a pier; a lower end of the support assembly is fixedly coupled to an upper end of the cover beam; a lower end of the cover beam and an upper end of the pier Fixed connection.
  • Figure 1 is a schematic view of a track beam support in the prior art.
  • FIG. 2 is a schematic view of a rail beam support assembly provided by an embodiment of the present application.
  • FIG. 3 is a schematic diagram of a track beam provided by an embodiment of the present application.
  • FIG. 4 is a partial cross-sectional view of a rail beam support assembly provided by an embodiment of the present application.
  • Figure 5 is a partial enlarged view of a portion A of Figure 4.
  • FIG. 6 is an exploded view of a rail beam support assembly provided by an embodiment of the present application.
  • FIG. 7 is an exploded view of a rail beam support assembly provided by an embodiment of the present application.
  • FIG. 8 is an exploded view of a rail beam support assembly provided by an embodiment of the present application.
  • FIG. 9 is a top plan view of a lower support plate and a base plate of the rail beam support assembly provided by the embodiment of the present application.
  • FIG. 10 is a bottom plan view of a rail beam support assembly provided by an embodiment of the present application.
  • FIG. 11 is a schematic view of a lower support plate of a rail beam support assembly provided by an embodiment of the present application.
  • FIG. 12 is a schematic view of an upper support plate of a rail beam support assembly provided by an embodiment of the present application.
  • FIG. 13 is a schematic diagram of a base plate of a rail beam support assembly provided by an embodiment of the present application.
  • 51 tensile seat
  • 52 tensile block
  • 53 tensile sleeve
  • 54 tensile bolt
  • 61 first slide; 62: second slide; 63: third slide; 64: fourth slide; 65: first steel plate; 66: second steel plate; 67: third steel plate; 68: fourth steel plate;
  • first shear ⁇ ; 710 first shear nip; 72: second shear ⁇ ; 720: second shear nip; 73; third shear ⁇ ; 730: wedge block;
  • the x-axis direction is the lateral direction
  • the x-axis positive direction is the right
  • the x-axis negative direction is the left
  • the y-axis direction is the longitudinal direction
  • the y-axis positive direction is the front
  • the y-axis negative direction is the rear
  • the z-axis direction is the vertical or vertical
  • the positive direction of the z-axis is upper
  • the negative direction of the z-axis is lower
  • the xOy plane is the horizontal plane
  • the yOz plane is the longitudinal vertical plane
  • the xOz plane is the horizontal vertical plane.
  • connection In the description of the present application, it should be noted that the terms “installation”, “connected”, and “connected” are to be understood broadly, and may be fixed or detachable, for example, unless otherwise specifically defined and defined. Connected, or integrally connected; can be mechanical or electrical; can be directly connected, or indirectly connected through an intermediate medium, can be the internal communication of the two components.
  • Connected, or integrally connected can be mechanical or electrical; can be directly connected, or indirectly connected through an intermediate medium, can be the internal communication of the two components.
  • the specific meanings of the above terms in the present application can be understood in the specific circumstances for those skilled in the art.
  • the inventors of the present application have found through research and analysis that the existing track beam is mostly a hinged type compression bearing.
  • the upper pendulum 11 is pre-buried at the PC beam end by the anchoring steel bar 3, and is hinged with the hem 12 through the hinge shaft 13;
  • the base plate 2 is pre-buried in the cover beam by the anchoring steel bar 3, and the frame beam is then anchored.
  • the bolt 21 is connected to the hem 12 .
  • the contact area of the hinge shaft 13 with the upper pendulum 11 and the hem 12 is small, and the contact stress is very large, which greatly limits the overall bearing capacity of the support, and cannot meet the use requirements when encountering a large span beam.
  • the load carrying capacity can only be increased by increasing the thickness of the swing limb 10.
  • the volume of the support increases, and the manufacturing cost and installation cost of the support increase, which is particularly cumbersome; and when the PC beam is subjected to the torsional moment, the support is biased, that is, only one side of the swing 10 is pressed. The other side of the swing limb 10 is pulled, there will be an overhead trend.
  • the main body of the base plate 2 of the existing support is generally a steel casting piece.
  • the base plate 2 When the anchoring steel bar 3 is directly welded to the base plate 2, the base plate 2 needs to bear tensile force in addition to the shearing force, and the pair of base plates 2 The quality requirements are high; Moreover, due to the influence of the environment, the capacity of such supports is limited and cannot meet the demand for large-volume supply. In addition, in order to leave a space for rotation, a gap is required in the similar tensile structure in the prior art, and the gap can be eliminated after the gap is removed during the working process, which makes the stability of the bearing very poor. . For the above reasons, the inventors have improved the support of the track beam to obtain the technical solution of the present application.
  • Abutment assembly 82 and track beam 8 provided in accordance with embodiments of the present application are described in detail below with reference to Figures 2-13.
  • the track beam 8 provided by the embodiment of the present application includes a track beam body 81 and a support assembly 82.
  • the upper end of the holder assembly 82 is fixedly coupled to one end of the rail beam body 81.
  • the track beam 8 further includes a cover beam 84 and a pier 85.
  • the lower end of the abutment assembly 82 is fixedly connected to the upper end of the cover beam 84, and the lower end of the cover beam 84 is fixedly connected to the upper end of the post 85, that is, the support assembly 82 is fixedly connected to the post 85 through the cover beam 84 to facilitate the rail beam 8 Manufacturing and installation.
  • the track beam 8 also includes a sill 83.
  • a rocker 83 is disposed between the abutment assembly 82 and the cover beam 84 to increase the shear resistance of the abutment assembly 82.
  • the support assembly 82 of the track beam provided by the embodiment of the present application includes an upper support plate 41, a lower support plate 42, a support plate 43, a tensile block 51, and a tensile block 52. .
  • the lower support plate 42 is located below the upper support plate 41.
  • the upper surface of the support plate 43 is in contact with the upper support plate 41, and the lower surface of the support plate 43 is in contact with the lower support plate 42.
  • the upper surface of the support plate 43 is a supporting rotating surface, and the lower surface is a supporting sliding surface; or, the upper surface of the supporting plate 43 is a supporting sliding surface, and the lower surface is a supporting rotating surface; wherein the supporting rotating surface is a pattern around the first
  • the surface obtained by rotating a certain angle by a fixed angle, the supporting sliding surface is a surface obtained by translating a pattern in a fixed direction by a certain distance; in some embodiments, the extending direction of the fixed straight line is a transverse direction, and the fixed direction is a longitudinal direction.
  • the tensile seat 51 is located above the upper support plate 41.
  • the tensile seat 51 is fixedly coupled to the lower holder plate 42.
  • the upper surface of the tensile block 52 is in contact with the lower surface of the tensile seat 51, and the lower surface of the tensile block 52 is in contact with the upper surface of the upper support plate 41.
  • the upper surface of the tensile block 52 is a tensile rotating surface, and the lower surface is a tensile sliding surface; or, the upper surface of the tensile block 52 is a tensile sliding surface, and the lower surface is a tensile rotating surface; wherein the tensile rotation is The surface is a surface obtained by rotating a fixed angle around a fixed line, and the tensile sliding surface is a surface obtained by translating a certain distance in a fixed direction; in some embodiments, the extending direction of the fixed straight line is a transverse direction, and the fixed direction is a longitudinal direction. .
  • the tensile seat 51 and the lower abutment plate 42 may be fixedly coupled by welding, bolting, and integral formation. In some embodiments, the tensile seat 51 and the lower abutment plate 42 are bolted for a simple structure and are easy to manufacture and assemble.
  • a tensile sleeve 53 is disposed between the tensile seat 51 and the lower abutment plate 42.
  • the lower end of the tension sleeve 53 is in contact with the lower support plate 42 and the upper end is in contact with the tensile seat 51.
  • the tensile bolt 54 passes through the lower support plate 42 , the tensile sleeve 53 , the tensile seat 51 , and is locked by a nut, so that the tensile seat 51 and the lower support plate 42 are fixedly connected, and the upper support plate is 41 leaves room for installation.
  • the contact fit between the support plates 42 provides a large contact area between the upper support plate 41 and the lower support plate 42 which greatly improves the overall load carrying capacity of the abutment assembly 82 and reduces the abutment assembly 82.
  • the volume and manufacturing and installation costs are also such that the upper support plate 41 and the lower support plate 42 can be longitudinally moved relative to each other and relatively rotated in a longitudinal vertical plane to accommodate bending deformation and telescopic deformation of the track beam body 81.
  • the tensile seat 51 is fixedly coupled to the lower support plate 42 and is in mating engagement with the upper surface of the tensile block 52; the upper surface of the upper support plate 41 is in contact with the lower surface of the tensile block 52; this limits the upper support
  • the relative relative movement of the plate 41 and the lower abutment plate 42 and the relative rotation in the lateral vertical plane enhance the tensile and lateral stability of the abutment assembly 82.
  • the tensile block 52 cooperates with the support plate 43 to make the movement between the upper support plate 41 and the lower support plate 42 more flexible, thereby avoiding the problem that the support assembly 82 is eccentrically loaded or the tensile and compressive stress is excessive.
  • the tensile structure composed of the tensile seat 51, the tensile block 52 and the upper support plate 41 is a gapless tensile structure, and the three are always in contact with each other during operation, which greatly improves the tensile performance of the support assembly 82 and stability.
  • the abutment assembly 82 further includes an upper abutment plate stop structure (not shown).
  • the upper support plate limiting structure is disposed on the lower support plate 42 and is in contact with the upper support plate 41 to longitudinally limit the upper support plate 41; specifically, the upper support plate limit structure includes an upper support
  • the upper plate limiting block (not shown) is located on the front and rear sides of the upper support plate 41, and is in contact with the upper support plate 41, and is fixedly connected to the lower support plate 42.
  • the abutment assembly 82 is converted from the sliding abutment assembly to the fixed abutment assembly, ie, the longitudinal relative movement of the upper abutment plate 41 and the lower abutment plate 42 is restricted, allowing the upper abutment plate 41 to The lower abutment plate 42 is relatively rotated in a longitudinal vertical plane.
  • the upper surface of the support plate 43 is a support sliding surface and is planar; the plane is a surface obtained by translating a line along a fixed direction by a certain distance; in some embodiments, The fixed direction is vertical.
  • the lower surface of the upper support plate 41 includes a support sliding surface and is flat. The planar sliding surface of the upper support plate 41 is in contact with the planar sliding surface of the support plate 43.
  • the lower surface of the support plate 43 is a supporting rotating surface and is a spherical surface; the spherical surface is a surface obtained by rotating an arc around its diameter by a certain angle; in some embodiments In the middle, the diameter extends in the lateral direction.
  • the upper surface of the lower holder plate 42 includes a supporting rotating surface and is a spherical surface. The spherical surface supporting rotating surface of the lower holder plate 42 is in contact with the spherical surface supporting rotating surface of the support plate 43.
  • the spherical surface supporting the rotating surface of the lower support plate 42 is a concave surface
  • the spherical surface supporting the rotating surface of the supporting plate 43 is a convex surface; of course, the present application is not limited thereto, and the spherical surface of the lower supporting plate 42 supports the rotation.
  • the surface may also be a convex surface
  • the spherical surface supporting the rotating surface of the support plate 43 may also be a concave surface.
  • the spherical surface supporting rotating surface of the support plate 43 and the spherical surface supporting rotating surface of the lower support plate 42 may be designed according to different bearing capacities.
  • the contact fit of the spherical surface supporting the rotating surface can reduce the contact stress concentration between the lower support plate 42 and the support plate 43, and can eliminate the assembly error between the upper support plate 41 and the lower support plate 42 and can also satisfy The corner requirement of the track beam body 81.
  • the upper support plate 41 and the lower support plate 42 can be longitudinally moved relative to each other to accommodate the track beam body 81.
  • the telescopic deformation By the contact fit of the spherical surface supporting rotating surface of the lower support plate 42 and the spherical surface supporting rotating surface of the supporting plate 43, the upper supporting plate 41 and the lower supporting plate 42 can be relatively rotated in the longitudinal vertical plane, The bending deformation of the rail beam body 81 is accommodated.
  • the upper surface of the support plate 43 is a spherical surface supporting a rotating surface
  • the lower surface is a planar supporting sliding surface.
  • the lower surface of the upper support plate 41 includes a spherical surface supporting rotational surface; the upper surface of the lower support plate 42 includes a planar support sliding surface.
  • the spherical surface supporting rotating surface of the upper support plate 41 is in contact with the spherical surface supporting rotating surface of the supporting plate 43, so that the upper supporting plate 41 and the lower supporting plate 42 can be relatively rotated in the longitudinal vertical plane to adapt The bending deformation of the rail beam body 81.
  • the upper support plate 41 and the lower support plate 42 can be longitudinally moved relative to each other to accommodate the track beam body 81.
  • the upper surface of the tensile block 52 is a tensile surface and is a spherical surface.
  • the lower surface of the tensile seat 51 includes a tensile rotating surface and is a spherical surface.
  • the spherical surface tensile rotating surface of the tensile seat 51 is in contact with the spherical surface tensile rotating surface of the tensile block 52.
  • the spherical surface of the tensile block 51 has a concave surface
  • the spherical surface of the tensile block 52 has a convex surface.
  • the present application is not limited thereto, and the spherical surface of the tensile seat 51 may also be The convex surface, the cylindrical surface of the tensile block 52 may also be a concave surface.
  • the lower surface of the tensile block 52 is a tensile sliding surface and is planar.
  • the upper surface of the upper support plate 41 includes a tensile sliding surface and is flat.
  • the planar tensile sliding surface of the tensile seat 51 is in contact with the planar tensile sliding surface of the tensile block 52.
  • the tensile seat 51 By the contact fit of the spherical surface tension rotating surface of the tensile seat 51 and the spherical surface tensile rotating surface of the tensile block 52, the tensile seat 51 can be vertically aligned with the lower support plate 42 and the upper support plate 41. Relative rotation occurs in the plane to accommodate the bending deformation of the rail beam body 81.
  • the planar tensile sliding surface of the upper support plate 41 and the planar tensile rotating surface of the tensile block 52 the tensile seat 51 can be longitudinally opposed to the lower support plate 42 and the upper support plate 41. Move to accommodate the telescopic deformation of the track beam body 81.
  • the upper surface of the tensile block 52 is a planar tensile sliding surface
  • the lower surface is a spherical surface tensile rotating surface.
  • the lower surface of the tensile seat 51 includes a planar tensile sliding surface; the upper surface of the upper support plate 41 includes a spherical surface tensile rotating surface.
  • the tensile seat 51 can be vertically aligned with the lower support plate 42 and the upper support plate 41. Relative rotation occurs in the plane to accommodate the bending deformation of the rail beam body 81.
  • the tensile seat 51 includes a first tensile seat and a second tensile seat.
  • the first tension seat is fixedly coupled to the left end of the lower support plate 42 and the first tension seat is located above the left end of the upper support plate 41.
  • the second tension seat is fixedly coupled to the right end of the lower support plate 42 and the second tension seat is located above the right end of the upper support plate 41.
  • the tensile block 52 includes a first tensile block and a second tensile block. The upper surface of the first tensile block is in contact with the lower surface of the first tensile seat, and the lower surface of the first tensile block is in contact with the upper surface of the left end of the upper support plate 41.
  • the upper surface of the second tensile block is in contact with the lower surface of the second tensile seat, and the lower surface of the second tensile block is in contact with the upper surface of the right end of the upper support plate 41. It has been found in practical applications that the tensile force required for the abutment assembly 82 is generally small, so that a tensile seat 51 is provided at each end of the lower support plate 42 to meet the tensile requirements. The tensile fit and the lateral stability of the support assembly 82 are greatly improved by the contact fit of the upper and lower sets of the upper tensile seat 51, the tensile block 52 and the upper support plate 41.
  • the stand assembly 82 further includes a first slide 61, a second slide 62, a third slide 63, and a fourth slide 64.
  • the upper support plate 41 and the support plate 43 are in contact with each other via the first slide plate 61.
  • the lower support plate 42 and the support plate 43 are in contact with each other via the second slide plate 62.
  • the tensile seat 51 and the tensile block 52 are in contact engagement by the third slide 63.
  • the upper support plate 41 and the tensile block 52 are in contact engagement with the fourth slide 64.
  • the materials of the first slide 61, the second slide 62, the third slide 63, and the fourth slide 64 are each selected from modified ultra high molecular weight polyethylene (ultra high molecular weight polyethylene is a molecular weight of 1.5 million or more).
  • modified ultra high molecular weight polyethylene is a molecular weight of 1.5 million or more.
  • the unbranched linear polyethylene; the modified ultrahigh molecular weight polyethylene is a modified ultrahigh molecular weight polyethylene), which has low friction and is a flexible material with a buffering effect.
  • the first slide plate 61, the second slide plate 62, the third slide plate 63 and the fourth slide plate 64 greatly reduce the frictional resistance when the upper support plate 41 and the lower support plate 42 slide and rotate, so that the upper support plate 41 and the lower portion The support plate 42 is slid, the rotation is updated smoothly, and has a vertical buffering effect.
  • the seat assembly 82 further includes a first steel plate 65, a second steel plate 66, a third steel plate 67, and a fourth steel plate 68.
  • the first steel plate 65 is located between the upper support plate 41 and the support plate 43, and the first steel plate 65 is fixedly coupled to the lower surface of the upper support plate 41 or the upper surface of the support plate 43.
  • the second steel plate 66 is located between the support plate 43 and the lower support plate 42, and the second steel plate 66 is fixedly coupled to the lower surface of the support plate 43 or the upper surface of the lower support plate 42.
  • the third steel plate 67 is located between the tensile block 51 and the tensile block 52, and the third steel plate 67 is fixedly coupled to the lower surface of the tensile seat 51 or the upper surface of the tensile block 52.
  • the fourth steel plate 68 is located between the tensile block 52 and the upper support plate 41, and the fourth steel plate 68 is fixedly coupled to the lower surface of the tensile block 52 or the upper surface of the upper support plate 41.
  • the materials of the first steel plate 65, the second steel plate 66, the third steel plate 67, and the fourth steel plate 68 are all selected from stainless steel, which greatly improves the wear resistance of the abutment assembly 82, further reducing the upper support.
  • the sliding resistance and rotational resistance between the plate 41 and the lower support plate 42 are all selected from stainless steel, which greatly improves the wear resistance of the abutment assembly 82, further reducing the upper support. The sliding resistance and rotational resistance between the plate 41 and the lower support plate 42.
  • the upper surface of the support plate 43 is a planar support sliding surface
  • the first slide 61 is a flat plate.
  • the planar support sliding surface of the support plate 43 is provided with a flat plate mounting groove.
  • the first slide plate 61 is mounted on the flat plate mounting groove of the support plate 43 such that the relative position of the support plate 43 and the first slide plate 61 is fixed.
  • the first steel plate 65 is a flat stainless steel plate welded to the lower surface of the upper support plate 41.
  • the upper surface of the lower abutment plate 42 includes a spherical surface supporting rotational surface
  • the second sliding plate 62 is a spherical plate.
  • the spherical surface supporting rotating surface of the lower support plate 42 is provided with a ball panel mounting groove.
  • the second slider 62 is mounted on the ball panel mounting groove of the lower holder plate 42 such that the relative positions of the lower holder plate 42 and the second slider 62 are fixed.
  • the second steel plate 66 is a spherical stainless steel plate welded to the lower surface of the support plate 43.
  • the lower surface of the tensile seat 51 includes a spherical surface tensile rotating surface
  • the third sliding plate 63 is a spherical panel.
  • the spherical surface tension rotating surface of the tensile seat 51 is provided with a ball panel mounting groove.
  • the third slider 63 is mounted on the ball panel mounting groove of the tension holder 51 such that the relative positions of the tension bracket 51 and the third slider 63 are fixed.
  • the third steel plate 67 is a spherical stainless steel plate welded to the upper surface of the tensile block 52.
  • the lower surface of the tensile block 52 is a planar tensile sliding surface
  • the fourth sliding plate 64 is a planar plate.
  • the planar tensile sliding surface of the tensile block 52 is provided with a flat plate mounting groove.
  • the fourth slider 64 is mounted on the flat plate mounting groove of the tensile block 52 such that the relative positions of the tensile block 52 and the fourth slider 64 are fixed.
  • the fourth steel plate 68 is a flat stainless steel plate welded to the upper surface of the upper support plate 41.
  • the support plates 43 are at least two; in some embodiments, the support plates 43 are two.
  • the upper surface of each of the support plates 43 is in mating engagement with the upper support plate 41.
  • the lower surface of each of the support plates 43 is in mating engagement with the lower abutment plate 42.
  • a plurality of support plates 43 are laterally disposed.
  • the plurality of support plates 43 disposed laterally provide a plurality of lateral fulcrums for the connection between the upper support plate 41 and the lower support plate 42, and at the same time, due to the upper support plate 41, the support plate 43, and the lower support plate 42
  • the connection between the two is a non-fixed connection, which avoids the problem that the left and right portions of the holder assembly 82 are excessively biased or the tensile stress is excessively increased, and the lateral stability of the holder assembly 82 is greatly improved.
  • the dust seal 44 is in contact with the lower surface of the upper support plate 41.
  • the dust seal 44 is in contact with the upper surface of the lower holder plate 42.
  • a dust seal 44 is disposed around the support plate 43.
  • the upper surface of the lower holder plate 42 is provided with a dust seal ring mounting groove 440, and the dust seal ring 44 is mounted on the dust seal ring mounting groove 440.
  • the support plate 43 is protected from dust by the dust seal 44, which greatly improves the reliability of the cooperation between the upper support plate 41, the support plate 43, and the lower support plate 42.
  • the upper surface of the upper support plate 41 is fixedly coupled to a plurality of anchor bars 3; in some embodiments, the upper surface of the upper support plate 41 is provided with a plurality of threaded holes, and a plurality of anchor bars 3 Threaded and soldered.
  • the upper support plate 41 can be pre-buried on the track beam body 81 when the track beam body 81 is poured.
  • the first anti-scissor 71 is fixedly coupled to the middle of the upper holder plate 41.
  • the lower support plate 42 is provided with a first shear nip 710.
  • the first shear nip 710 is located in the middle of the lower support plate 42.
  • the first shear tamper 71 is in mating engagement with the first shear nip 710.
  • the first shear guard 71 is fixed to the upper support plate 41, extends through the upper support plate 41 and the lower support plate 42, and projects into the track beam body 81.
  • the upper support plate 41 and the lower support plate 42 can be provided with mounting positioning and limit, so that the upper support plate 41 can transmit the lateral load to the lower support plate 42, thereby greatly improving the support.
  • " ⁇ " refers to a member that is connected by a concave-convex structure.
  • the longitudinal width of the first shear-resistant opening 710 is greater than or equal to the longitudinal width of the first shear-resistant yoke 71, so that the upper support plate 41 and the lower support plate 42 can adjust manufacturing errors during installation.
  • a displacement amount requirement is also provided for the longitudinal relative movement of the upper support plate 41 and the lower support plate 42. It is noted that half of the difference between the longitudinal width of the first shear slit 710 and the longitudinal width of the first shear strand 71 is L. By changing the size of L, the amount of displacement of the upper support plate 41 and the lower support plate 42 in the longitudinal relative movement can be adjusted.
  • the support assembly 82 provided by the embodiment of the present application is a sliding support, that is, the upper support plate 41 and the lower support plate 42 can move longitudinally relative to each other; when L is equal to 0, the support assembly 82 is The fixed support, that is, the upper support plate 41 and the lower support plate 42 are relatively fixed in the longitudinal direction.
  • the second anti-shear 72 includes a second left anti-shear and a second right anti-shear.
  • the second left shear cymbal is fixedly coupled to the left end of the upper support plate 41.
  • the second right shear cymbal is fixedly coupled to the right end of the upper support plate 41.
  • the lower support plate 42 is provided with a second shear-resistant opening 720.
  • the second shear opening 720 includes a second left shear opening and a second right shear opening.
  • the second left shear jaw is located at the left end of the lower support plate 42.
  • the second right shearing jaw is located at the right end of the lower support plate 42; the second left shearing jaw is in contact with the second left shearing jaw.
  • the second right clip is in contact with the second right shear jaw.
  • the longitudinal width of the second shear-resistant opening 720 is greater than or equal to the longitudinal width of the second shear-resistant sill 72, so that the upper support plate 41 and the lower support plate 42 can adjust manufacturing errors during installation.
  • a displacement amount requirement is also provided for the longitudinal relative movement of the upper support plate 41 and the lower support plate 42.
  • a half of the difference between the longitudinal width of the second shear cutout 720 and the longitudinal width of the second shear pocket 72 is greater than L.
  • the stand assembly 82 further includes a base plate 2.
  • the base plate 2 is located below the lower support plate 42 and is fixedly coupled to the lower support plate 42; in some embodiments, the base plate 2 and the lower support plate 42 are coupled by anchor bolts 21.
  • the anchor bolt holes of the lower support plate 42 are waist-shaped holes, which can be used to adjust construction and manufacturing errors when the lower support plate 42 is installed.
  • a boss 25 and a movable plate 26 are further disposed between the lower support plate 42 and the base plate 2, and are connected by anchor bolts 21 for adjusting the vertical height of the lower support plate 42.
  • the base plate 2 is adapted to be pre-buried in the sill 83 or cover beam 84, providing a mounting base for the lower abutment plate 42 and providing a shear function to the abutment assembly 82.
  • the left and right ends of the base plate 2 are the mounting faces of the lower support plate 42, and a relatively small roughness is required, so that further processing is performed to form two stepped structures.
  • the base plate 2 is also provided with a plurality of through holes, including large holes for grouting and small holes for exhausting.
  • the lower surface of the base plate 2 is fixedly attached with four barrier boxes 22, which are located below the anchor bolts 21.
  • the barrier box 22 is used to isolate the concrete and is adapted to leave a mounting space for the anchor bolts 21 when the cover beam 84 is poured.
  • the lower surface of the base plate 2 is further provided with an anchor reinforcing steel mount 23.
  • the anchor rebar mount 23 is fixedly coupled to the lower surface of the base plate 2 by threading or welding.
  • the anchoring steel bar mount 23 is provided with a threaded hole, and is screwed to the anchoring steel bar 3 and welded.
  • the base plate 2 is connected to the anchor steel bar 3 by the anchor steel bar mount 23, and the anchor steel bar mount 23 is subjected to the tensile force during the working process, thereby improving the tensile strength of the abutment assembly 82.
  • the base plate 2 can be pre-buried on the underlay 83 or the cover beam 84 when the cover beam 84 is poured.
  • the lower surface of the base plate 2 is further provided with a strip-shaped shear rib 24; in some embodiments, the shear rib 24 is welded to the lower surface of the base plate 2.
  • the anti-shearing rib 24 is located below the base plate 2 and will be embedded in the sill 83 or the cover beam 84 when the cover beam 84 is poured, thereby improving the shear resistance of the base plate 2, thereby improving the resistance of the abutment assembly 82. Shear ability.
  • the third anti-shear 73 is located above the base plate 2 and is fixedly coupled to the base plate 2; in some embodiments, the third anti- Two clips 73 are welded to the upper surface of the base plate 2 at the front and rear ends of the lower holder plate 42.
  • the three sides of the third anti-scissor 73 are in mating engagement with the lower abutment plate 42, and the lower abutment plate 42 can be positioned laterally and longitudinally relative to the base plate 2.
  • the support assembly 82 Due to the construction error and the frame beam error, it is impossible to install the support assembly 82 in one position at a time, so that the lower support plate 42 and the third anti-shear 73 reserve a certain installation clearance, and when the lower support plate 42 is adjusted in place, On the three sides of the third anti-shock 73 in contact with the lower support plate 42, the wedge block 730 is wedged and then welded and fixed to adjust and fix the mounting position of the lower support plate 42.
  • the load generated by the rail vehicle and the rail beam body 81 is transmitted to the upper support plate 41, and then transmitted to the lower support plate 42 through the support plate 43 and then transmitted to the base plate 2 and the cover beam 84. If a tensile force or a bending moment load is generated at one end of the rail beam body 81, the upper support plate 41, the tensile block 52, and the tensile block 51 are transmitted to the lower support plate 42 and then transmitted to the cover beam 84 through the anchor bolts 21. If a lateral load is generated at one end of the rail beam body 81, it is transmitted to the lower support plate 42 through the first shear dam 71 and the second shear dam 72, and then transmitted to the base plate 2 and the cover beam through the third shear dam 73. 84.
  • the overall load carrying capacity of the track beam 8 is greatly improved, the volume of the support assembly 82 in the track beam 8 and the manufacturing and installation costs are reduced; and the longitudinal relative movement of the track beam body 81 can occur.
  • the relative rotation in the longitudinal vertical plane to adapt to the bending deformation and the telescopic deformation of the track beam also improve the tensile strength and lateral stability of the track beam 8, avoiding the eccentric load or excessive tensile stress of the track beam 8 The problem.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

A support assembly (82) and a track beam (8) having same. The support assembly (82) comprises: an upper support plate (41); a lower support plate (42), located below the upper support plate (41); a bearing plate (43), the upper surface of the bearing plate (43) contacting and matching the upper support plate (41), and the lower surface of the bearing plate (43) contacting and matching the lower support plate (42); a tensile seat (51), fixedly connected to the lower support plate (42); and a tensile block (52), the upper surface of the tensile block (52) contacting and matching the tensile seat (51), and the lower surface of the tensile block (52) contacting and matching the upper surface of the upper support plate (41). The upper support plate (41) and the lower support plate (42) can move with respect to each other in a longitudinal direction and rotate with respect to each other in a longitudinal vertical plane.

Description

支座组件及具有其的轨道梁Support assembly and track beam with same
本申请基于申请号为201810367793.9,申请日为2018年4月23日的中国专利申请提出,并要求该中国专利申请的优先权,该中国专利申请的全部内容在此引入本申请作为参考。The present application is based on the Chinese Patent Application No. 20, 181, 036, 779, filed on Apr. 23, the entire disclosure of which is hereby incorporated by reference.
技术领域Technical field
本申请属于轨道交通领域,尤其涉及一种支座组件和具有其的轨道梁。The present application belongs to the field of rail transit, and in particular relates to a support assembly and a rail beam having the same.
背景技术Background technique
现有的轨道梁的支座大多采用的是铰轴式的支座,该类型支座的铰轴与承压板接触面积较小,接触应力较大,限制了支座的整体承载能力和抗拉能力,使得支座具有比较笨重的体积,提高了成本。Most of the supports of the existing track beam are hinged-type bearings. The contact shaft of the type of support has a small contact area with the bearing plate, and the contact stress is large, which limits the overall bearing capacity and resistance of the bearing. The pulling capacity makes the bearing have a relatively bulky volume and increases the cost.
发明内容Summary of the invention
针对上述技术问题,本申请提供了一种轨道梁的支座组件,具有较大的承压面积和抗拉面积,大大提高了支座组件的整体承载能力和抗拉能力,减小了支座组件的体积和制造、安装成本。In view of the above technical problems, the present application provides a support assembly for a track beam, which has a large bearing area and a tensile area, which greatly improves the overall load bearing capacity and tensile strength of the support assembly, and reduces the support. The size of the components and the cost of manufacturing and installation.
本申请的具体技术方案如下:The specific technical solutions of the present application are as follows:
一种轨道梁的支座组件,包括:上支座板;下支座板,所述下支座板位于所述上支座板的下方;支承板,所述支承板的上表面与所述上支座板接触配合;所述支承板的下表面与所述下支座板接触配合;抗拉座,所述抗拉座与所述下支座板固定连接;抗拉块,所述抗拉块的上表面与所述抗拉座接触配合;所述抗拉块的下表面与所述上支座板的上表面接触配合;所述上支座板与所述下支座板可发生纵向相对移动和在纵向竖直平面上的相对转动。所述上支座板与所述支承板的上表面之间的接触配合、所述支承板的下表面与所述下支座板之间的接触配合,使得所述上支座板和所述下支座板之间具有较大的接触面积,大大提高了所述支座组件的整体承载能力,减小了支座组件的体积和制造、安装成本;且所述上支座板与所述下支座板可发生纵向相对移动和在纵向竖直平面上的相对转动,以适应轨道梁的弯曲变形和伸缩变形。A support assembly for a track beam, comprising: an upper support plate; a lower support plate, the lower support plate being located below the upper support plate; a support plate, an upper surface of the support plate and the The upper support plate is in a mating engagement; the lower surface of the support plate is in contact with the lower support plate; the tensile seat is fixedly connected to the lower support plate; the tensile block, the anti-block The upper surface of the pull block is in contact with the tensile seat; the lower surface of the tensile block is in contact with the upper surface of the upper support plate; the upper support plate and the lower support plate may occur Longitudinal relative movement and relative rotation in a longitudinal vertical plane. Contact engagement between the upper support plate and the upper surface of the support plate, contact between the lower surface of the support plate and the lower support plate, such that the upper support plate and the The contact area between the lower support plates has a large contact area, which greatly improves the overall load carrying capacity of the support assembly, reduces the volume and manufacturing and installation cost of the support assembly; and the upper support plate and the The lower support plate can undergo longitudinal relative movement and relative rotation in a longitudinal vertical plane to accommodate bending deformation and telescopic deformation of the track beam.
所述抗拉座与所述下支座板固定连接,且与所述抗拉块的上表面接触配合;所述上支座板的上表面与所述抗拉块的下表面接触配合;这限制了所述上支座板与所述下支座板的垂向相对移动和横向竖直平面上的相对转动,提高了所述支座组件的抗拉能力和横向稳定能力。The tensile seat is fixedly connected to the lower support plate and is in contact with the upper surface of the tensile block; the upper surface of the upper support plate is in contact with the lower surface of the tensile block; The vertical relative movement of the upper support plate and the lower support plate and the relative rotation in the lateral vertical plane are limited, and the tensile strength and lateral stability of the support assembly are improved.
另外,根据本申请的轨道梁的支座组件还可以具有以下附加技术特征。In addition, the abutment assembly of the track beam according to the present application may also have the following additional technical features.
在本申请的一些示例中,所述支承板的上表面为支承滑动面,下表面为支承转动面;所述上支座板的下表面包括支承滑动面;所述下支座板的上表面包括支承转动面;所述 上支座板的支承滑动面与所述支承板的支承滑动面接触配合;所述下支座板的支承转动面与所述支承板的支承转动面接触配合。In some examples of the present application, the upper surface of the support plate is a support sliding surface, and the lower surface is a support rotating surface; the lower surface of the upper support plate includes a supporting sliding surface; the upper surface of the lower support plate The supporting rotating surface of the upper supporting plate is in contact with the supporting sliding surface of the supporting plate; the supporting rotating surface of the lower supporting plate is in contact with the supporting rotating surface of the supporting plate.
通过所述支承板的支承转动面与下支座板的支承转动面的接触配合,使得所述上支座板与所述下支座板可在纵向竖直平面上发生相对转动。通过所述支承板的支承滑动面与所述上支座板的支承滑动面的接触配合,使得所述上支座板与所述下支座板可发生纵向相对移动。The upper support plate and the lower support plate are relatively rotatable in a longitudinal vertical plane by a contact fit of the support rotating surface of the support plate and the support rotating surface of the lower support plate. The longitudinal support relative movement of the upper support plate and the lower support plate can be caused by the contact fit of the support sliding surface of the support plate with the support sliding surface of the upper support plate.
在本申请的一些示例中,所述支承板的上表面为支承转动面,下表面为支承滑动面;所述上支座板的下表面包括支承转动面;所述下支座板的上表面包括支承滑动面;所述上支座板的支承转动面与所述支承板的支承转动面接触配合;所述下支座板的支承滑动面与所述支承板的支承滑动面接触配合。In some examples of the present application, the upper surface of the support plate is a support rotating surface, the lower surface is a support sliding surface; the lower surface of the upper support plate includes a supporting rotating surface; the upper surface of the lower support plate The supporting sliding surface of the upper supporting plate is in contact with the supporting rotating surface of the supporting plate; the supporting sliding surface of the lower supporting plate is in contact with the supporting sliding surface of the supporting plate.
通过所述支承板的支承转动面与所述上支座板的支承转动面的接触配合,使得所述上支座板与所述下支座板可在纵向竖直平面上发生相对转动。通过所述支承板的支承滑动面与所述下支座板的支承滑动面的接触配合,使得所述上支座板与所述下支座板可发生纵向相对移动。The upper support plate and the lower support plate are relatively rotatable in a longitudinal vertical plane by a contact fit of the support rotating surface of the support plate with the support rotating surface of the upper support plate. The longitudinal support relative movement of the upper support plate and the lower support plate can be caused by the contact fit of the support sliding surface of the support plate with the support sliding surface of the lower support plate.
在本申请的一些示例中,所述支承板的支承转动面为球形面;所述支承板的支承滑动面为平面。通过所述支承板的球形面支承转动面与所述上支座板或下支座板的接触配合,使得所述上支座板与所述下支座板可在纵向竖直平面上发生相对转动。通过所述支承板的平面形支承滑动面与所述上支座板或下支座板的接触配合,使得所述上支座板与所述下支座板可发生纵向相对移动。In some examples of the present application, the support rotating surface of the support plate is a spherical surface; the support sliding surface of the support plate is a flat surface. Contacting the spherical surface of the support plate with the contact surface of the upper support plate or the lower support plate, so that the upper support plate and the lower support plate can be opposite in a longitudinal vertical plane Turn. The longitudinal support relative movement of the upper support plate and the lower support plate can be caused by the contact fit of the planar support sliding surface of the support plate with the upper support plate or the lower support plate.
在本申请的一些示例中,所述抗拉块的上表面为抗拉转动面,下表面为抗拉滑动面;所述抗拉座的下表面包括抗拉转动面;所述上支座板的上表面包括抗拉滑动面;所述抗拉座的抗拉转动面与所述抗拉块的抗拉转动面接触配合;所述上支座板的抗拉滑动面与所述抗拉块的抗拉滑动面接触配合。In some examples of the present application, the upper surface of the tensile block is a tensile rotating surface, and the lower surface is a tensile sliding surface; the lower surface of the tensile seat includes a tensile rotating surface; the upper supporting plate The upper surface includes a tensile sliding surface; the tensile rotating surface of the tensile seat is in contact with the tensile rotating surface of the tensile block; the tensile sliding surface of the upper supporting plate and the tensile block The tensile sliding surface contacts the fit.
通过所述抗拉块的抗拉转动面与所述抗拉座的抗拉转动面的接触配合,以及所述抗拉块的抗拉滑动面与所述的抗拉滑动面的接触配合,大大提高了所述支座组件的抗拉能力和横向稳定能力。By the contact fit of the tensile rotating surface of the tensile block with the tensile rotating surface of the tensile seat, and the contact of the tensile sliding surface of the tensile block with the tensile sliding surface, The tensile strength and lateral stability of the abutment assembly are improved.
在本申请的一些示例中,所述抗拉块的上表面为抗拉滑动面,下表面为抗拉转动面;所述抗拉座的下表面包括抗拉滑动面;所述上支座板的上表面包括抗拉转动面;所述抗拉座的抗拉滑动面与所述抗拉块的抗拉滑动面接触配合;所述上支座板的抗拉转动面与所述抗拉块的抗拉转动面接触配合。In some examples of the present application, the upper surface of the tensile block is a tensile sliding surface, and the lower surface is a tensile rotating surface; the lower surface of the tensile seat includes a tensile sliding surface; the upper support plate The upper surface includes a tensile rotating surface; the tensile sliding surface of the tensile seat is in contact with the tensile sliding surface of the tensile block; the tensile rotating surface of the upper supporting plate and the tensile block The tensile surface of the rotating contact is matched.
通过所述抗拉块的抗拉转动面与所述上支座板的抗拉转动面的接触配合,以及所述抗拉块的抗拉滑动面与所述抗拉座的抗拉滑动面的接触配合,大大提高了所述支座组件的抗拉能力和横向稳定能力。Contact engagement of the tensile rotating surface of the tensile block with the tensile rotating surface of the upper support plate, and the tensile sliding surface of the tensile block and the tensile sliding surface of the tensile block The contact fit greatly improves the tensile strength and lateral stability of the support assembly.
在本申请的一些示例中,所述抗拉块的抗拉转动面为球形面,抗拉滑动面为平面。通过所述抗拉块的球形面抗拉转动面与所述抗拉座或上支座板的抗拉转动面的接触配合,以及所述抗拉块的平面形抗拉滑动面与所述抗拉座或上支座板的抗拉滑动面的接触 配合,大大提高了所述支座组件的抗拉能力和横向稳定能力。In some examples of the present application, the tensile surface of the tensile block is a spherical surface and the tensile sliding surface is a flat surface. Contact engagement of the spherical surface tensile rotating surface of the tensile block with the tensile rotating surface of the tensile seat or the upper support plate, and the planar tensile sliding surface of the tensile block and the resistance The contact fit of the tensile sliding surface of the pull seat or the upper support plate greatly improves the tensile strength and lateral stability of the support assembly.
在本申请的一些示例中,所述抗拉座包括第一抗拉座和第二抗拉座;所述第一抗拉座与所述下支座板的左端固定连接;所述第二抗拉座与所述下支座板的右端固定连接;所述第一抗拉座位于所述上支座板的左端的上方;所述第二抗拉座位于所述上支座板的右端的上方;所述抗拉块包括第一抗拉块和第二抗拉块;所述第一抗拉块的上表面与所述第一抗拉座接触配合;所述第一抗拉块的下表面与所述上支座板的左端接触配合;所述第二抗拉块的上表面与所述第二抗拉座接触配合;所述第二抗拉块的下表面与所述上支座板的右端接触配合通过左右两组所述抗拉座、抗拉块和上支座板的接触配合,大大提高了所述支座组件的抗拉能力和横向稳定能力。In some examples of the present application, the tensile seat includes a first tensile seat and a second tensile seat; the first tensile seat is fixedly coupled to a left end of the lower abutment plate; The pull seat is fixedly connected to the right end of the lower support plate; the first tensile seat is located above the left end of the upper support plate; the second tensile seat is located at the right end of the upper support plate Upper; the tensile block includes a first tensile block and a second tensile block; an upper surface of the first tensile block is in contact with the first tensile seat; and the first tensile block is under The surface is in contact with the left end of the upper support plate; the upper surface of the second tensile block is in contact with the second tensile seat; the lower surface of the second tensile block and the upper support The contact fit of the right end of the plate through the left and right sets of the tensile seat, the tensile block and the upper support plate greatly improves the tensile strength and lateral stability of the support assembly.
在本申请的一些示例中,所述支座组件还包括第一滑板、第二滑板、第三滑板和第四滑板;所述上支座板与所述支承板通过所述第一滑板接触配合;所述下支座板与所述支承板通过所述第二滑板接触配合;所述抗拉座与所述抗拉块通过所述第三滑板接触配合;所述上支座板与所述抗拉块通过所述第四滑板接触配合。所述第一滑板、第二滑板、第三滑板和第四滑板使得所述上支座板与所述下支座板之间的相对运动更加顺畅,且具有垂向缓冲作用。In some examples of the present application, the stand assembly further includes a first slide, a second slide, a third slide, and a fourth slide; the upper support plate and the support plate are in contact with the first slide The lower support plate and the support plate are in contact with the second slide plate; the tensile block and the tensile block are in contact with the third slide plate; the upper support plate and the The tensile block is mated by the fourth slide. The first slide, the second slide, the third slide and the fourth slide make the relative movement between the upper support plate and the lower support plate smoother and have a vertical cushioning effect.
在本申请的一些示例中,所述支座组件还包括第一钢板、第二钢板、第三钢板和第四钢板;所述第一钢板位于所述上支座板与所述支承板之间,且所述第一钢板固定连接在所述上支座板的下表面或所述支承板的上表面;所述第二钢板位于所述支承板与所述下支座板之间,且所述第二钢板固定连接在所述支承板的下表面或所述下支座板的上表面;所述第三钢板位于所述抗拉座与所述抗拉块之间,且所述第三钢板固定连接在所述抗拉座的下表面或所述抗拉块的上表面;所述第四钢板位于所述抗拉块与所述上支座板之间,且所述第四钢板固定连接在所述抗拉块的下表面或所述上支座板的上表面。所述第一钢板、第二钢板、第三钢板和第四钢板大大提高了所述支座组件的耐磨性,还大大减小了所述上支座板和所述下支座板之间的滑动阻力和转动阻力。In some examples of the present application, the stand assembly further includes a first steel plate, a second steel plate, a third steel plate, and a fourth steel plate; the first steel plate is located between the upper support plate and the support plate And the first steel plate is fixedly connected to a lower surface of the upper support plate or an upper surface of the support plate; the second steel plate is located between the support plate and the lower support plate, and The second steel plate is fixedly coupled to the lower surface of the support plate or the upper surface of the lower support plate; the third steel plate is located between the tensile block and the tensile block, and the third a steel plate is fixedly coupled to a lower surface of the tensile seat or an upper surface of the tensile block; the fourth steel plate is located between the tensile block and the upper support plate, and the fourth steel plate is fixed Attached to a lower surface of the tensile block or an upper surface of the upper support plate. The first steel plate, the second steel plate, the third steel plate and the fourth steel plate greatly improve the wear resistance of the support assembly, and further reduce the between the upper support plate and the lower support plate Sliding resistance and rotational resistance.
在本申请的一些示例中,所述支承板至少为两个;所述每个支承板的上表面与所述上支座板接触配合;所述每个支承板的下表面与所述下支座板接触配合;所述至少两个支承板横向设置。横向设置的至少两个所述支承板大大提高了所述支座组件的横向稳定能力。In some examples of the present application, the support plates are at least two; the upper surface of each of the support plates is in mating engagement with the upper support plate; the lower surface of each of the support plates and the lower support The seat plate is in contact fit; the at least two support plates are disposed laterally. The laterally disposed at least two of the support plates greatly enhance the lateral stability of the abutment assembly.
在本申请的一些示例中,所述支座组件还包括防尘密封圈;所述防尘密封圈与所述上支座板的下表面接触配合;所述防尘密封圈与所述下支座板的上表面接触配合;所述防尘密封圈围绕所述支承板设置。通过所述防尘密封圈对所述支承板进行防尘密封保护,大大提高了所述上支座板、所述支承板和所述下支座板之间配合的可靠性。In some examples of the present application, the holder assembly further includes a dust seal ring; the dust seal ring is in contact with the lower surface of the upper support plate; the dust seal ring and the lower branch The upper surface of the seat plate is in contact with the seat; the dust seal is disposed around the support plate. The support plate is protected by dust seal by the dust seal ring, which greatly improves the reliability of the cooperation between the upper support plate, the support plate and the lower support plate.
在本申请的一些示例中,所述支座组件还包括第一抗剪榫;所述第一抗剪榫与所述上支座板的中部固定连接;所述下支座板设有第一抗剪榫口;所述第一抗剪榫口位于所述下支座板的中部;所述第一抗剪榫与所述第一抗剪榫口接触配合。通过所述第一抗剪榫,可为所述上支座板和所述下支座板提供安装定位以及限位,使得所述上支座板可向 所述下支座板传递横向载荷,大大提高了所述支座组件的工作稳定性。In some examples of the present application, the stand assembly further includes a first anti-shear; the first anti-scissor is fixedly coupled to a middle portion of the upper support plate; and the lower support plate is provided with a first The first shearing jaw is located at a middle portion of the lower bearing plate; the first shearing jaw is in contact with the first shearing jaw. By the first anti-scissor, the upper support plate and the lower support plate can be provided with mounting positioning and a limit, so that the upper support plate can transmit a lateral load to the lower support plate. The working stability of the support assembly is greatly improved.
在本申请的一些示例中,所述支座组件还包括第二抗剪榫;所述第二抗剪榫包括第二左抗剪榫和第二右抗剪榫;所述第二左抗剪榫与所述上支座板的左端固定连接;所述第二右抗剪榫与所述上支座板的右端固定连接;所述下支座板设有第二抗剪榫口;所述第二抗剪榫口包括第二左抗剪榫口和第二右抗剪榫口;所述第二左抗剪榫口位于所述下支座板的左端;所述第二右抗剪榫口位于所述下支座板的右端;所述第二左抗剪榫与所述第二左抗剪榫口接触配合;所述第二右剪榫与所述第二右抗剪榫口接触配合。通过所述第二抗剪榫,可为所述上支座板和所述下支座板提供安装定位以及限位,使得所述上支座板可向所述下支座板传递横向载荷,还可以抵抗轨道梁的扭转变形,大大提高了所述支座组件的工作稳定性。In some examples of the present application, the pedestal assembly further includes a second anti-scissor; the second anti-scissor includes a second left anti-scissor and a second right anti-scissor; the second left anti-shear榫 is fixedly connected to the left end of the upper support plate; the second right shear sill is fixedly connected to the right end of the upper support plate; the lower support plate is provided with a second shear nip; The second shearing jaw includes a second left shearing jaw and a second right shearing jaw; the second left shearing jaw is located at a left end of the lower bearing plate; the second right shearing jaw a port is located at a right end of the lower support plate; the second left anti-scissor is in contact with the second left shear port; and the second right clip is in contact with the second right shear port Cooperate. By the second shear shackle, the upper support plate and the lower support plate can be provided with mounting positioning and a limit, so that the upper support plate can transmit a lateral load to the lower support plate. It can also resist the torsional deformation of the track beam, greatly improving the working stability of the support assembly.
在本申请的一些示例中,所述支座组件还包括基座板;所述基座板位于所述下支座板的下方,且与所述下支座板固定连接。所述基座板适于预埋在轨道盖梁中,为所述下支座板提供安装基座。In some examples of the present application, the stand assembly further includes a base plate; the base plate is located below the lower support plate and is fixedly coupled to the lower support plate. The base plate is adapted to be pre-buried in the track cover beam to provide a mounting base for the lower support plate.
在本申请的一些示例中,所述基座板与所述下支座板通过锚固螺栓连接;所述基座板下表面设有隔砼箱;所述隔砼箱位于所述锚固螺栓下方。所述隔砼箱用于隔离混凝土,适于在浇筑盖梁时为所述锚固螺栓留出安装空间。In some examples of the present application, the base plate and the lower support plate are connected by anchor bolts; the lower surface of the base plate is provided with a barrier box; the barrier box is located below the anchor bolt. The barrier box is used for isolating concrete, and is suitable for leaving installation space for the anchor bolt when the cover beam is poured.
在本申请的一些示例中,所述支座组件还包括锚固钢筋安装座;所述锚固钢筋安装座位于所述基座板的下方,且与所述基座板固定连接;所述锚固钢筋安装座设有螺纹孔;所述螺纹孔适于与锚固钢筋螺纹连接。所述基座板通过所述锚固钢筋安装座与所述锚固钢筋连接,由所述锚固钢筋安装座承受工作过程中的拉力,提高了所述支座组件的抗拉能力。In some examples of the present application, the abutment assembly further includes an anchor rebar mount; the anchor rebar mount is located below the base plate and is fixedly coupled to the base plate; the anchor rebar mounting The seat is provided with a threaded hole; the threaded hole is adapted to be threadedly coupled to the anchoring steel. The base plate is connected to the anchoring steel bar through the anchoring steel bar mounting seat, and the anchoring steel bar mounting seat is subjected to a pulling force during a working process, thereby improving the tensile strength of the bearing component.
在本申请的一些示例中,所述支座组件还包括抗剪筋;所述抗剪筋为条形结构,位于所述基座板的下方,且与所述基座板固定连接。所述抗剪筋位于所述基座板下方,提高了所述基座板的抗剪能力,从而提高了所述支座组件的抗剪能力。In some examples of the present application, the stand assembly further includes a shear rib; the shear rib is a strip structure located below the base plate and fixedly coupled to the base plate. The anti-shearing rib is located below the base plate, which improves the shear resistance of the base plate, thereby improving the shear resistance of the support assembly.
在本申请的一些示例中,所述支座组件还包括第三抗剪榫;所述第三抗剪榫位于所述基座板的上方,且与所述基座板固定连接;所述第三抗剪榫的侧面与所述下支座板接触配合,且可对所述下支座板相对于所述基座板进行横向和纵向定位。通过所述第三抗剪榫与所述下支座板的配合,提高了所述下支座板的抗剪能力,从而提高了所述支座组件的抗剪能力。In some examples of the present application, the stand assembly further includes a third shear shackle; the third shackle is located above the base plate and is fixedly coupled to the base plate; The side of the triple-resistor is in contact with the lower support plate, and the lower support plate is laterally and longitudinally positioned relative to the base plate. By the cooperation of the third shear sill and the lower support plate, the shear resistance of the lower support plate is improved, thereby improving the shear resistance of the support assembly.
本申请还提供了一种轨道梁,包括轨道梁本体和本申请提供的所述支座组件;所述支座组件的上端与所述轨道梁本体的一端固定连接。通过采用本申请提供的所述支座组件,使得所述轨道梁本体的端部具有较大的承压面积,大大提高了所述轨道梁的整体承载能力,减小了所述支座组件的体积和所述轨道梁的制造、安装成本。The present application also provides a track beam comprising a track beam body and the stand assembly provided by the present application; an upper end of the stand assembly is fixedly coupled to one end of the track beam body. By adopting the abutment assembly provided by the present application, the end portion of the rail beam body has a large bearing area, which greatly improves the overall bearing capacity of the rail beam, and reduces the bearing assembly. Volume and manufacturing and installation costs of the rail beam.
在本申请的一些示例中,所述轨道梁还包括盖梁和墩柱;所述支座组件的下端与所述盖梁的上端固定连接;所述盖梁的下端与所述墩柱的上端固定连接。In some examples of the present application, the rail beam further includes a cover beam and a pier; a lower end of the support assembly is fixedly coupled to an upper end of the cover beam; a lower end of the cover beam and an upper end of the pier Fixed connection.
本申请的附加方面和优点将在下面的描述中部分给出,部分将从下面的描述中变得 明显,或通过本申请的实践了解到。The additional aspects and advantages of the present invention will be set forth in part in the description which follows.
附图说明DRAWINGS
图1是现有技术中的轨道梁支座示意图。Figure 1 is a schematic view of a track beam support in the prior art.
图2是本申请实施例提供的轨道梁支座组件的示意图。2 is a schematic view of a rail beam support assembly provided by an embodiment of the present application.
图3是本申请实施例提供的轨道梁的示意图。FIG. 3 is a schematic diagram of a track beam provided by an embodiment of the present application.
图4是本申请实施例提供的轨道梁支座组件的局部剖视示意图。4 is a partial cross-sectional view of a rail beam support assembly provided by an embodiment of the present application.
图5是图4中A部分的局部放大图。Figure 5 is a partial enlarged view of a portion A of Figure 4.
图6是本申请实施例提供的轨道梁支座组件的爆炸图。6 is an exploded view of a rail beam support assembly provided by an embodiment of the present application.
图7是本申请实施例提供的轨道梁支座组件的爆炸图。7 is an exploded view of a rail beam support assembly provided by an embodiment of the present application.
图8是本申请实施例提供的轨道梁支座组件的爆炸图。FIG. 8 is an exploded view of a rail beam support assembly provided by an embodiment of the present application.
图9是本申请实施例提供的轨道梁支座组件的下支座板和基座板的俯视图。9 is a top plan view of a lower support plate and a base plate of the rail beam support assembly provided by the embodiment of the present application.
图10是本申请实施例提供的轨道梁支座组件的仰视图。10 is a bottom plan view of a rail beam support assembly provided by an embodiment of the present application.
图11是本申请实施例提供的轨道梁支座组件的下支座板的示意图。11 is a schematic view of a lower support plate of a rail beam support assembly provided by an embodiment of the present application.
图12是本申请实施例提供的轨道梁支座组件的上支座板的示意图。12 is a schematic view of an upper support plate of a rail beam support assembly provided by an embodiment of the present application.
图13是本申请实施例提供的轨道梁支座组件的基座板的示意图。FIG. 13 is a schematic diagram of a base plate of a rail beam support assembly provided by an embodiment of the present application.
附图标记:Reference mark:
10:摆肢;11:上摆;12:下摆;13:铰轴;10: swinging limb; 11: upper swing; 12: hem; 13: hinge shaft;
2:基座板;21:锚固螺栓;22:隔砼箱;23:锚固钢筋安装座;24:抗剪筋;25:凸台;26:活动板;2: base plate; 21: anchor bolt; 22: barrier box; 23: anchor steel bar mount; 24: anti-shear; 25: boss; 26: movable plate;
3:锚固钢筋;3: anchoring steel bars;
41:上支座板;42:下支座板;43:支承板;44:防尘密封圈;440防尘密封圈安装槽;41: upper support plate; 42: lower support plate; 43: support plate; 44: dust seal ring; 440 dust seal ring installation groove;
51:抗拉座;52:抗拉块;53:抗拉套筒;54:抗拉螺栓;51: tensile seat; 52: tensile block; 53: tensile sleeve; 54: tensile bolt;
61:第一滑板;62:第二滑板;63:第三滑板;64:第四滑板;65:第一钢板;66:第二钢板;67:第三钢板;68:第四钢板;61: first slide; 62: second slide; 63: third slide; 64: fourth slide; 65: first steel plate; 66: second steel plate; 67: third steel plate; 68: fourth steel plate;
71:第一抗剪榫;710:第一抗剪榫口;72:第二抗剪榫;720:第二抗剪榫口;73;第三抗剪榫;730:楔紧块;71: first shear 榫; 710: first shear nip; 72: second shear 榫; 720: second shear nip; 73; third shear 榫; 730: wedge block;
8:轨道梁;81:轨道梁本体;82:支座组件;83:垫石;84:盖梁;85:墩柱。8: track beam; 81: track beam body; 82: support assembly; 83: sill; 84: cover beam; 85: pier.
具体实施方式detailed description
为了使本申请所解决的技术问题、技术方案及有益效果更加清楚明白,以下结合附图及实施例,对本申请进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本申请,并不用于限定本申请。In order to make the technical problems, technical solutions and beneficial effects of the present application more clear, the present application will be further described in detail below with reference to the accompanying drawings and embodiments. It is understood that the specific embodiments described herein are merely illustrative of the application and are not intended to be limiting.
下面详细描述本申请的实施例,所述实施例的示例在附图中示出,其中自始至终相 同或类似的标号表示相同或类似的元件或具有相同或类似功能的元件。下面通过参考附图描述的实施例是示例性的,仅用于解释本申请,而不能理解为对本申请的限制。The embodiments of the present application are described in detail below, and the examples of the embodiments are illustrated in the drawings, wherein the same or similar reference numerals are used to refer to the same or similar elements or elements having the same or similar functions. The embodiments described below with reference to the accompanying drawings are intended to be illustrative only, and are not to be construed as limiting.
在本申请的描述中,需要理解的是,术语“中心”、“纵向”、“横向”、“垂向”、“长度”、“宽度”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本申请和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本申请的限制。其中,x轴方向为横向,x轴正方向为右,x轴负方向为左;y轴方向为纵向,y轴正方向为前,y轴负方向为后;z轴方向为垂向或竖直方向,z轴正方向为上,z轴负方向为下;xOy平面即水平面,yOz平面即纵向竖直平面,xOz平面即横向竖直平面。此外,限定有“第一”、“第二”的特征可以明示或者隐含地包括一个或者更多个该特征。在本申请的描述中,除非另有说明,“多个”的含义是两个或两个以上。In the description of the present application, it is to be understood that the terms "center", "longitudinal", "transverse", "vertical", "length", "width", "upper", "lower", "front", The orientation or positional relationship of "post", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", etc. is based on the drawings The orientation or positional relationship is merely for the purpose of describing the present application and the simplification of the description, and is not intended to indicate or imply that the device or component referred to has a particular orientation, is constructed and operated in a particular orientation, and thus is not to be construed as limiting. Wherein, the x-axis direction is the lateral direction, the x-axis positive direction is the right, the x-axis negative direction is the left, the y-axis direction is the longitudinal direction, the y-axis positive direction is the front, the y-axis negative direction is the rear, and the z-axis direction is the vertical or vertical In the straight direction, the positive direction of the z-axis is upper, the negative direction of the z-axis is lower; the xOy plane is the horizontal plane, the yOz plane is the longitudinal vertical plane, and the xOz plane is the horizontal vertical plane. Furthermore, features defining "first" and "second" may include one or more of the features, either explicitly or implicitly. In the description of the present application, "a plurality" means two or more unless otherwise stated.
在本申请的描述中,需要说明的是,除非另有明确的规定和限定,术语“安装”、“相连”、“连接”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是机械连接,也可以是电气连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通。对于本领域的普通技术人员而言,可以具体情况理解上述术语在本申请中的具体含义。In the description of the present application, it should be noted that the terms "installation", "connected", and "connected" are to be understood broadly, and may be fixed or detachable, for example, unless otherwise specifically defined and defined. Connected, or integrally connected; can be mechanical or electrical; can be directly connected, or indirectly connected through an intermediate medium, can be the internal communication of the two components. The specific meanings of the above terms in the present application can be understood in the specific circumstances for those skilled in the art.
本申请的发明人通过研究和分析发现,现有的轨道梁多采用的是铰轴式的抗压支座。如图1所示,上摆11通过锚固钢筋3预埋在PC梁端,并与下摆12通过铰轴13铰接;基座板2通过锚固钢筋3预埋在盖梁中,架梁后通过锚固螺栓21与下摆12连接。这种铰轴式支座中,铰轴13与上摆11、下摆12的接触面积小,接触应力非常大,大大限制了支座的整体承载能力,在遇到大跨度梁时不能满足使用要求,只能通过增加摆肢10的厚度的方法来增加承载能力。这样一来,支座体积增大,支座的制造成本和安装成本增加,显得尤为笨重;且当PC梁受到扭转力矩时,会导致支座发生偏载,即仅有一侧摆肢10受压,另一侧摆肢10受拉,会有架空趋势。同时,现有支座的基座板2主体一般为铸钢件,当锚固钢筋3直接焊接在基座板2上时,基座板2除了承受剪力还需要承受拉力,这对基座板2的质量要求较高;而且,受环境影响,这种支座产能有限,不能满足大批量供货时的需求。此外,为了留出转动的空间,现有技术中类似的抗拉结构中需要留有间隙,并在工作过程中消除该间隙后才能起到抗拉的作用,这使得支座的稳定性非常差。针对上述原因,发明人对轨道梁的支座进行了改进,得出本申请的技术 方案。The inventors of the present application have found through research and analysis that the existing track beam is mostly a hinged type compression bearing. As shown in Fig. 1, the upper pendulum 11 is pre-buried at the PC beam end by the anchoring steel bar 3, and is hinged with the hem 12 through the hinge shaft 13; the base plate 2 is pre-buried in the cover beam by the anchoring steel bar 3, and the frame beam is then anchored. The bolt 21 is connected to the hem 12 . In the hinged support, the contact area of the hinge shaft 13 with the upper pendulum 11 and the hem 12 is small, and the contact stress is very large, which greatly limits the overall bearing capacity of the support, and cannot meet the use requirements when encountering a large span beam. The load carrying capacity can only be increased by increasing the thickness of the swing limb 10. As a result, the volume of the support increases, and the manufacturing cost and installation cost of the support increase, which is particularly cumbersome; and when the PC beam is subjected to the torsional moment, the support is biased, that is, only one side of the swing 10 is pressed. The other side of the swing limb 10 is pulled, there will be an overhead trend. At the same time, the main body of the base plate 2 of the existing support is generally a steel casting piece. When the anchoring steel bar 3 is directly welded to the base plate 2, the base plate 2 needs to bear tensile force in addition to the shearing force, and the pair of base plates 2 The quality requirements are high; Moreover, due to the influence of the environment, the capacity of such supports is limited and cannot meet the demand for large-volume supply. In addition, in order to leave a space for rotation, a gap is required in the similar tensile structure in the prior art, and the gap can be eliminated after the gap is removed during the working process, which makes the stability of the bearing very poor. . For the above reasons, the inventors have improved the support of the track beam to obtain the technical solution of the present application.
下面参考图2-13详细描述根据本申请实施例提供的支座组件82和轨道梁8。 Abutment assembly 82 and track beam 8 provided in accordance with embodiments of the present application are described in detail below with reference to Figures 2-13.
如图3所示,本申请实施例提供的轨道梁8包括轨道梁本体81和支座组件82。支座组件82的上端与轨道梁本体81的一端固定连接。在一些实施例中,轨道梁8还包括盖梁84和墩柱85。支座组件82的下端与盖梁84的上端固定连接,盖梁84的下端与墩柱85的上端固定连接,即支座组件82通过盖梁84与墩柱85固定连接,便于轨道梁8的制造与安装。在一些实施例中,轨道梁8还包括垫石83。垫石83设置在支座组件82和盖梁84之间,提高支座组件82的抗剪能力。As shown in FIG. 3, the track beam 8 provided by the embodiment of the present application includes a track beam body 81 and a support assembly 82. The upper end of the holder assembly 82 is fixedly coupled to one end of the rail beam body 81. In some embodiments, the track beam 8 further includes a cover beam 84 and a pier 85. The lower end of the abutment assembly 82 is fixedly connected to the upper end of the cover beam 84, and the lower end of the cover beam 84 is fixedly connected to the upper end of the post 85, that is, the support assembly 82 is fixedly connected to the post 85 through the cover beam 84 to facilitate the rail beam 8 Manufacturing and installation. In some embodiments, the track beam 8 also includes a sill 83. A rocker 83 is disposed between the abutment assembly 82 and the cover beam 84 to increase the shear resistance of the abutment assembly 82.
如图2、图4-6所示,本申请实施例提供的轨道梁的支座组件82包括上支座板41、下支座板42、支承板43、抗拉座51、抗拉块52。As shown in FIG. 2 and FIG. 4-6, the support assembly 82 of the track beam provided by the embodiment of the present application includes an upper support plate 41, a lower support plate 42, a support plate 43, a tensile block 51, and a tensile block 52. .
如图4-6所示,下支座板42位于上支座板41的下方。支承板43的上表面与上支座板41接触配合,且支承板43的下表面与下支座板42接触配合。其中,支承板43的上表面为支承转动面,下表面为支承滑动面;或,支承板43的上表面为支承滑动面,下表面为支承转动面;其中,支承转动面为一图形绕一固定直线旋转一定角度所得的表面,支承滑动面为一图形沿固定方向平移一定距离所得的表面;在一些实施例中,固定直线的延伸方向为横向,固定方向为纵向。As shown in FIGS. 4-6, the lower support plate 42 is located below the upper support plate 41. The upper surface of the support plate 43 is in contact with the upper support plate 41, and the lower surface of the support plate 43 is in contact with the lower support plate 42. Wherein, the upper surface of the support plate 43 is a supporting rotating surface, and the lower surface is a supporting sliding surface; or, the upper surface of the supporting plate 43 is a supporting sliding surface, and the lower surface is a supporting rotating surface; wherein the supporting rotating surface is a pattern around the first The surface obtained by rotating a certain angle by a fixed angle, the supporting sliding surface is a surface obtained by translating a pattern in a fixed direction by a certain distance; in some embodiments, the extending direction of the fixed straight line is a transverse direction, and the fixed direction is a longitudinal direction.
如图4-6所示,抗拉座51位于上支座板41的上方。抗拉座51与下支座板42固定连接。抗拉块52的上表面与抗拉座51的下表面接触配合,且抗拉块52的下表面与上支座板41的上表面接触配合。其中,抗拉块52的上表面为抗拉转动面,下表面为抗拉滑动面;或,抗拉块52的上表面为抗拉滑动面,下表面为抗拉转动面;其中抗拉转动面为一图形绕一固定直线旋转一定角度所得的表面,抗拉滑动面为一图形沿固定方向平移一定距离所得的表面;在一些实施例中,固定直线的延伸方向为横向,固定方向为纵向。在一些实施例中,抗拉座51与下支座板42可通过焊接、螺栓连接、一体形成的方式固定连接。在一些实施例中,抗拉座51与下支座板42通过螺栓连接,结构简单,易于制造和装配。As shown in FIGS. 4-6, the tensile seat 51 is located above the upper support plate 41. The tensile seat 51 is fixedly coupled to the lower holder plate 42. The upper surface of the tensile block 52 is in contact with the lower surface of the tensile seat 51, and the lower surface of the tensile block 52 is in contact with the upper surface of the upper support plate 41. Wherein, the upper surface of the tensile block 52 is a tensile rotating surface, and the lower surface is a tensile sliding surface; or, the upper surface of the tensile block 52 is a tensile sliding surface, and the lower surface is a tensile rotating surface; wherein the tensile rotation is The surface is a surface obtained by rotating a fixed angle around a fixed line, and the tensile sliding surface is a surface obtained by translating a certain distance in a fixed direction; in some embodiments, the extending direction of the fixed straight line is a transverse direction, and the fixed direction is a longitudinal direction. . In some embodiments, the tensile seat 51 and the lower abutment plate 42 may be fixedly coupled by welding, bolting, and integral formation. In some embodiments, the tensile seat 51 and the lower abutment plate 42 are bolted for a simple structure and are easy to manufacture and assemble.
如图6所示,在一些实施例中,抗拉座51和下支座板42之间设置有抗拉套筒53。抗拉套筒53下端与下支座板42接触配合,上端与抗拉座51接触配合。抗拉螺栓54依次穿过下支座板42、抗拉套筒53、抗拉座51,并通过螺母锁紧,使得抗拉座51与下支座板42固定连接,且为上支座板41留出了安装空间。As shown in FIG. 6, in some embodiments, a tensile sleeve 53 is disposed between the tensile seat 51 and the lower abutment plate 42. The lower end of the tension sleeve 53 is in contact with the lower support plate 42 and the upper end is in contact with the tensile seat 51. The tensile bolt 54 passes through the lower support plate 42 , the tensile sleeve 53 , the tensile seat 51 , and is locked by a nut, so that the tensile seat 51 and the lower support plate 42 are fixedly connected, and the upper support plate is 41 leaves room for installation.
上支座板41与支承板43的上表面(上表面为支承转动面或支承滑动面)之间的接 触配合、支承板43的下表面(下表面为支承转动面或支承滑动面)与下支座板42之间的接触配合,使得上支座板41和下支座板42之间具有较大的接触面积,大大提高了支座组件82的整体承载能力,减小了支座组件82的体积和制造、安装成本;还使得上支座板41与下支座板42可发生纵向相对移动和在纵向竖直平面上的相对转动,以适应轨道梁本体81的弯曲变形和伸缩变形。Contact fit between the upper support plate 41 and the upper surface of the support plate 43 (the upper surface is the support rotation surface or the support sliding surface), the lower surface of the support plate 43 (the lower surface is the support rotation surface or the support sliding surface) and the lower portion The contact fit between the support plates 42 provides a large contact area between the upper support plate 41 and the lower support plate 42 which greatly improves the overall load carrying capacity of the abutment assembly 82 and reduces the abutment assembly 82. The volume and manufacturing and installation costs are also such that the upper support plate 41 and the lower support plate 42 can be longitudinally moved relative to each other and relatively rotated in a longitudinal vertical plane to accommodate bending deformation and telescopic deformation of the track beam body 81.
抗拉座51与下支座板42固定连接,且与抗拉块52的上表面接触配合;上支座板41的上表面与抗拉块52的下表面接触配合;这限制了上支座板41与下支座板42的垂向相对移动和横向竖直平面上的相对转动,提高了支座组件82的抗拉能力和横向稳定能力。抗拉块52结合支承板43一起作用,使得上支座板41和下支座板42之间活动更加灵活,避免了支座组件82发生偏载或拉压应力过大的问题。此外,抗拉座51、抗拉块52和上支座板41组成的抗拉结构为无间隙抗拉结构,在工作中三者始终接触配合,大大提高了支座组件82的抗拉性能以及稳定性。The tensile seat 51 is fixedly coupled to the lower support plate 42 and is in mating engagement with the upper surface of the tensile block 52; the upper surface of the upper support plate 41 is in contact with the lower surface of the tensile block 52; this limits the upper support The relative relative movement of the plate 41 and the lower abutment plate 42 and the relative rotation in the lateral vertical plane enhance the tensile and lateral stability of the abutment assembly 82. The tensile block 52 cooperates with the support plate 43 to make the movement between the upper support plate 41 and the lower support plate 42 more flexible, thereby avoiding the problem that the support assembly 82 is eccentrically loaded or the tensile and compressive stress is excessive. In addition, the tensile structure composed of the tensile seat 51, the tensile block 52 and the upper support plate 41 is a gapless tensile structure, and the three are always in contact with each other during operation, which greatly improves the tensile performance of the support assembly 82 and stability.
在本申请的另一种实施例中,支座组件82还包括上支座板限位结构(图中未示出)。上支座板限位结构设置于下支座板42上,且与上支座板41接触配合,对上支座板41进行纵向限位;具体地,上支座板限位结构包括上支座板限位块(图中未示出),上支座板限位块位于上支座板41前后两侧,且与上支座板41接触配合,与下支座板42固定连接。通过设置支座限位结构,使得支座组件82从滑动支座组件转换为固定支座组件,即限制上支座板41与下支座板42的纵向相对移动,允许上支座板41与下支座板42在纵向竖直平面上发生相对转动。In another embodiment of the present application, the abutment assembly 82 further includes an upper abutment plate stop structure (not shown). The upper support plate limiting structure is disposed on the lower support plate 42 and is in contact with the upper support plate 41 to longitudinally limit the upper support plate 41; specifically, the upper support plate limit structure includes an upper support The upper plate limiting block (not shown) is located on the front and rear sides of the upper support plate 41, and is in contact with the upper support plate 41, and is fixedly connected to the lower support plate 42. By providing the abutment limiting structure, the abutment assembly 82 is converted from the sliding abutment assembly to the fixed abutment assembly, ie, the longitudinal relative movement of the upper abutment plate 41 and the lower abutment plate 42 is restricted, allowing the upper abutment plate 41 to The lower abutment plate 42 is relatively rotated in a longitudinal vertical plane.
如图4-6所示,在一些实施例中,支承板43的上表面为支承滑动面,且为平面;平面即一线段沿一固定方向平移一定距离所得的表面;在一些实施例中,固定方向为纵向。上支座板41的下表面包括支承滑动面,且为平面。上支座板41的平面形滑动面与支承板43的平面形滑动面接触配合。As shown in FIGS. 4-6, in some embodiments, the upper surface of the support plate 43 is a support sliding surface and is planar; the plane is a surface obtained by translating a line along a fixed direction by a certain distance; in some embodiments, The fixed direction is vertical. The lower surface of the upper support plate 41 includes a support sliding surface and is flat. The planar sliding surface of the upper support plate 41 is in contact with the planar sliding surface of the support plate 43.
如图4-6所示,在一些实施例中,支承板43的下表面为支承转动面,且为球形面;球形面即一圆弧绕其直径旋转一定角度所得的表面;在一些实施例中,直径的延伸方向为横向。下支座板42的上表面包括支承转动面,且为球形面。下支座板42的球形面支承转动面与支承板43的球形面支承转动面接触配合。在一些实施例中,下支座板42的球形面支承转动面为凹面,支承板43的球形面支承转动面为凸面;当然,本申请不限于此,下支座板42的球形面支承转动面还可以为凸面,支承板43的球形面支承转动面还可以为凹面。支承板43的球形面支承转动面和下支座板42的球形面支承转动面的 直径可根据不同的承载力设计。球形面支承转动面的接触配合方式可降低下支座板42与支承板43之间的接触应力集中,且可消除上支座板41和下支座板42之间的装配误差,亦可满足轨道梁本体81的转角需求。As shown in FIGS. 4-6, in some embodiments, the lower surface of the support plate 43 is a supporting rotating surface and is a spherical surface; the spherical surface is a surface obtained by rotating an arc around its diameter by a certain angle; in some embodiments In the middle, the diameter extends in the lateral direction. The upper surface of the lower holder plate 42 includes a supporting rotating surface and is a spherical surface. The spherical surface supporting rotating surface of the lower holder plate 42 is in contact with the spherical surface supporting rotating surface of the support plate 43. In some embodiments, the spherical surface supporting the rotating surface of the lower support plate 42 is a concave surface, and the spherical surface supporting the rotating surface of the supporting plate 43 is a convex surface; of course, the present application is not limited thereto, and the spherical surface of the lower supporting plate 42 supports the rotation. The surface may also be a convex surface, and the spherical surface supporting the rotating surface of the support plate 43 may also be a concave surface. The spherical surface supporting rotating surface of the support plate 43 and the spherical surface supporting rotating surface of the lower support plate 42 may be designed according to different bearing capacities. The contact fit of the spherical surface supporting the rotating surface can reduce the contact stress concentration between the lower support plate 42 and the support plate 43, and can eliminate the assembly error between the upper support plate 41 and the lower support plate 42 and can also satisfy The corner requirement of the track beam body 81.
通过上支座板41的平面形支承滑动面与支承板43的平面形支承滑动面的接触配合,使得上支座板41与下支座板42可发生纵向相对移动,以适应轨道梁本体81的伸缩变形。通过下支座板42的球形面支承转动面与支承板43的球形面支承转动面的接触配合,使得上支座板41与下支座板42可在纵向竖直平面上发生相对转动,以适应轨道梁本体81的弯曲变形。By the contact fit of the planar support sliding surface of the upper support plate 41 and the planar support sliding surface of the support plate 43, the upper support plate 41 and the lower support plate 42 can be longitudinally moved relative to each other to accommodate the track beam body 81. The telescopic deformation. By the contact fit of the spherical surface supporting rotating surface of the lower support plate 42 and the spherical surface supporting rotating surface of the supporting plate 43, the upper supporting plate 41 and the lower supporting plate 42 can be relatively rotated in the longitudinal vertical plane, The bending deformation of the rail beam body 81 is accommodated.
在本申请的另一种实施例中,支承板43的上表面为球形面支承转动面,下表面为平面形支承滑动面。上支座板41的下表面包括球形面支承转动面;下支座板42的上表面包括平面形支承滑动面。通过上支座板41的球形面支承转动面与支承板43的球形面支承转动面接触配合,使得上支座板41与下支座板42可在纵向竖直平面上发生相对转动,以适应轨道梁本体81的弯曲变形。通过下支座板42的平面形支承滑动面与支承板43的平面形支承滑动面的接触配合,使得上支座板41与下支座板42可发生纵向相对移动,以适应轨道梁本体81的伸缩变形。In another embodiment of the present application, the upper surface of the support plate 43 is a spherical surface supporting a rotating surface, and the lower surface is a planar supporting sliding surface. The lower surface of the upper support plate 41 includes a spherical surface supporting rotational surface; the upper surface of the lower support plate 42 includes a planar support sliding surface. The spherical surface supporting rotating surface of the upper support plate 41 is in contact with the spherical surface supporting rotating surface of the supporting plate 43, so that the upper supporting plate 41 and the lower supporting plate 42 can be relatively rotated in the longitudinal vertical plane to adapt The bending deformation of the rail beam body 81. By the contact fit of the planar support sliding surface of the lower support plate 42 and the planar support sliding surface of the support plate 43, the upper support plate 41 and the lower support plate 42 can be longitudinally moved relative to each other to accommodate the track beam body 81. The telescopic deformation.
如图4-6所示,在一些实施例中,抗拉块52的上表面为抗拉转动面,且为球形面。抗拉座51的下表面包括抗拉转动面,且为球形面。抗拉座51的球形面抗拉转动面与抗拉块52的球形面抗拉转动面接触配合。在一些实施例中,抗拉座51的球形面转动面为凹面,抗拉块52的球形面转动面为凸面;当然,本申请不限于此,抗拉座51的球形面转动面还可以为凸面,抗拉块52的圆柱面转动面还可以为凹面。As shown in FIGS. 4-6, in some embodiments, the upper surface of the tensile block 52 is a tensile surface and is a spherical surface. The lower surface of the tensile seat 51 includes a tensile rotating surface and is a spherical surface. The spherical surface tensile rotating surface of the tensile seat 51 is in contact with the spherical surface tensile rotating surface of the tensile block 52. In some embodiments, the spherical surface of the tensile block 51 has a concave surface, and the spherical surface of the tensile block 52 has a convex surface. Of course, the present application is not limited thereto, and the spherical surface of the tensile seat 51 may also be The convex surface, the cylindrical surface of the tensile block 52 may also be a concave surface.
如图4-6所示,在一些实施例中,抗拉块52的下表面为抗拉滑动面,且为平面。上支座板41的上表面包括抗拉滑动面,且为平面。抗拉座51的平面形抗拉滑动面与抗拉块52的平面形抗拉滑动面接触配合。As shown in Figures 4-6, in some embodiments, the lower surface of the tensile block 52 is a tensile sliding surface and is planar. The upper surface of the upper support plate 41 includes a tensile sliding surface and is flat. The planar tensile sliding surface of the tensile seat 51 is in contact with the planar tensile sliding surface of the tensile block 52.
通过抗拉座51的球形面抗拉转动面与抗拉块52的球形面抗拉转动面的接触配合,使得抗拉座51可配合下支座板42与上支座板41在纵向竖直平面上发生相对转动,以适应轨道梁本体81的弯曲变形。通过上支座板41的平面形抗拉滑动面与抗拉块52的平面形抗拉转动面的接触配合,使得抗拉座51可配合下支座板42与上支座板41发生纵向相对移动,以适应轨道梁本体81的伸缩变形。By the contact fit of the spherical surface tension rotating surface of the tensile seat 51 and the spherical surface tensile rotating surface of the tensile block 52, the tensile seat 51 can be vertically aligned with the lower support plate 42 and the upper support plate 41. Relative rotation occurs in the plane to accommodate the bending deformation of the rail beam body 81. By the contact fit of the planar tensile sliding surface of the upper support plate 41 and the planar tensile rotating surface of the tensile block 52, the tensile seat 51 can be longitudinally opposed to the lower support plate 42 and the upper support plate 41. Move to accommodate the telescopic deformation of the track beam body 81.
在本申请的另一种实施例中,抗拉块52的上表面为平面形抗拉滑动面,下表面为球形面抗拉转动面。抗拉座51的下表面包括平面形抗拉滑动面;上支座板41的上表面 包括球形面抗拉转动面。通过抗拉座51的平面形抗拉滑动面与抗拉块52的平面形抗拉转动面的接触配合,使得抗拉座51可配合下支座板42与上支座板41发生纵向相对移动,以适应轨道梁本体81的伸缩变形。通过抗拉座51的球形面抗拉转动面与抗拉块52的球形面抗拉转动面的接触配合,使得抗拉座51可配合下支座板42与上支座板41在纵向竖直平面上发生相对转动,以适应轨道梁本体81的弯曲变形。In another embodiment of the present application, the upper surface of the tensile block 52 is a planar tensile sliding surface, and the lower surface is a spherical surface tensile rotating surface. The lower surface of the tensile seat 51 includes a planar tensile sliding surface; the upper surface of the upper support plate 41 includes a spherical surface tensile rotating surface. By the contact fit of the planar tensile sliding surface of the tensile seat 51 and the planar tensile surface of the tensile block 52, the tensile seat 51 can cooperate with the lower support plate 42 and the upper support plate 41 to move longitudinally relative to each other. To adapt to the telescopic deformation of the rail beam body 81. By the contact fit of the spherical surface tension rotating surface of the tensile seat 51 and the spherical surface tensile rotating surface of the tensile block 52, the tensile seat 51 can be vertically aligned with the lower support plate 42 and the upper support plate 41. Relative rotation occurs in the plane to accommodate the bending deformation of the rail beam body 81.
如图2、图4和图6所示,抗拉座51包括第一抗拉座和第二抗拉座。第一抗拉座与下支座板42的左端固定连接,且第一抗拉座位于上支座板41的左端的上方。第二抗拉座与下支座板42的右端固定连接,且第二抗拉座位于上支座板41的右端的上方。抗拉块52包括第一抗拉块和第二抗拉块。第一抗拉块的上表面与第一抗拉座的下表面接触配合,且第一抗拉块的下表面与上支座板41的左端的上表面接触配合。第二抗拉块的上表面与第二抗拉座的下表面接触配合,且第二抗拉块的下表面与上支座板41的右端的上表面接触配合。在实际应用中发现,支座组件82所需要承担的拉力一般比较小,因此在下支座板42两端各设置一个抗拉座51即可满足抗拉需求。通过左右两组上抗拉座51、抗拉块52和上支座板41的接触配合,大大提高了支座组件82的抗拉能力和横向稳定能力。As shown in FIGS. 2, 4 and 6, the tensile seat 51 includes a first tensile seat and a second tensile seat. The first tension seat is fixedly coupled to the left end of the lower support plate 42 and the first tension seat is located above the left end of the upper support plate 41. The second tension seat is fixedly coupled to the right end of the lower support plate 42 and the second tension seat is located above the right end of the upper support plate 41. The tensile block 52 includes a first tensile block and a second tensile block. The upper surface of the first tensile block is in contact with the lower surface of the first tensile seat, and the lower surface of the first tensile block is in contact with the upper surface of the left end of the upper support plate 41. The upper surface of the second tensile block is in contact with the lower surface of the second tensile seat, and the lower surface of the second tensile block is in contact with the upper surface of the right end of the upper support plate 41. It has been found in practical applications that the tensile force required for the abutment assembly 82 is generally small, so that a tensile seat 51 is provided at each end of the lower support plate 42 to meet the tensile requirements. The tensile fit and the lateral stability of the support assembly 82 are greatly improved by the contact fit of the upper and lower sets of the upper tensile seat 51, the tensile block 52 and the upper support plate 41.
如图5所示,支座组件82还包括第一滑板61、第二滑板62、第三滑板63和第四滑板64。上支座板41与支承板43通过第一滑板61接触配合。下支座板42与支承板43通过第二滑板62接触配合。抗拉座51与抗拉块52通过第三滑板63接触配合。上支座板41与抗拉块52通过第四滑板64接触配合。在一些实施例中,第一滑板61、第二滑板62、第三滑板63和第四滑板64的材料均选自改性超高分子量聚乙烯(超高分子量聚乙烯是一种分子量150万以上的无支链的线性聚乙烯;改性超高分子量聚乙烯为经过改性处理的超高分子量聚乙烯),摩擦力小,为柔性材料,具有缓冲作用。As shown in FIG. 5, the stand assembly 82 further includes a first slide 61, a second slide 62, a third slide 63, and a fourth slide 64. The upper support plate 41 and the support plate 43 are in contact with each other via the first slide plate 61. The lower support plate 42 and the support plate 43 are in contact with each other via the second slide plate 62. The tensile seat 51 and the tensile block 52 are in contact engagement by the third slide 63. The upper support plate 41 and the tensile block 52 are in contact engagement with the fourth slide 64. In some embodiments, the materials of the first slide 61, the second slide 62, the third slide 63, and the fourth slide 64 are each selected from modified ultra high molecular weight polyethylene (ultra high molecular weight polyethylene is a molecular weight of 1.5 million or more). The unbranched linear polyethylene; the modified ultrahigh molecular weight polyethylene is a modified ultrahigh molecular weight polyethylene), which has low friction and is a flexible material with a buffering effect.
第一滑板61、第二滑板62、第三滑板63和第四滑板64大大减少了上支座板41与下支座板42发生滑动、转动时的摩擦阻力,使得上支座板41与下支座板42发生滑动、转动更新顺畅,且具有垂向缓冲作用。The first slide plate 61, the second slide plate 62, the third slide plate 63 and the fourth slide plate 64 greatly reduce the frictional resistance when the upper support plate 41 and the lower support plate 42 slide and rotate, so that the upper support plate 41 and the lower portion The support plate 42 is slid, the rotation is updated smoothly, and has a vertical buffering effect.
如图5所示,支座组件82还包括第一钢板65、第二钢板66、第三钢板67和第四钢板68。第一钢板65位于上支座板41与支承板43之间,且第一钢板65固定连接在上支座板41的下表面或支承板43的上表面。第二钢板66位于支承板43与下支座板42之间,且第二钢板66固定连接在支承板43的下表面或下支座板42的上表面。第三钢板67位于抗拉座51与抗拉块52之间,且第三钢板67固定连接在抗拉座51的下表 面或抗拉块52的上表面。第四钢板68位于抗拉块52与上支座板41之间,且第四钢板68固定连接在抗拉块52的下表面或上支座板41的上表面。在一些实施例中,第一钢板65、第二钢板66、第三钢板67和第四钢板68的材料均选自不锈钢,大大提高了支座组件82的耐磨性,进一步减少了上支座板41与下支座板42之间的滑动阻力和转动阻力。As shown in FIG. 5, the seat assembly 82 further includes a first steel plate 65, a second steel plate 66, a third steel plate 67, and a fourth steel plate 68. The first steel plate 65 is located between the upper support plate 41 and the support plate 43, and the first steel plate 65 is fixedly coupled to the lower surface of the upper support plate 41 or the upper surface of the support plate 43. The second steel plate 66 is located between the support plate 43 and the lower support plate 42, and the second steel plate 66 is fixedly coupled to the lower surface of the support plate 43 or the upper surface of the lower support plate 42. The third steel plate 67 is located between the tensile block 51 and the tensile block 52, and the third steel plate 67 is fixedly coupled to the lower surface of the tensile seat 51 or the upper surface of the tensile block 52. The fourth steel plate 68 is located between the tensile block 52 and the upper support plate 41, and the fourth steel plate 68 is fixedly coupled to the lower surface of the tensile block 52 or the upper surface of the upper support plate 41. In some embodiments, the materials of the first steel plate 65, the second steel plate 66, the third steel plate 67, and the fourth steel plate 68 are all selected from stainless steel, which greatly improves the wear resistance of the abutment assembly 82, further reducing the upper support. The sliding resistance and rotational resistance between the plate 41 and the lower support plate 42.
在一些实施例中,如图5所示,支承板43的上表面为平面形支承滑动面,第一滑板61为平面板。支承板43的平面形支承滑动面设有平面板安装槽。第一滑板61安装在支承板43的平面板安装槽上,使得支承板43与第一滑板61的相对位置固定。第一钢板65为平面形不锈钢板,焊接在上支座板41的下表面。In some embodiments, as shown in FIG. 5, the upper surface of the support plate 43 is a planar support sliding surface, and the first slide 61 is a flat plate. The planar support sliding surface of the support plate 43 is provided with a flat plate mounting groove. The first slide plate 61 is mounted on the flat plate mounting groove of the support plate 43 such that the relative position of the support plate 43 and the first slide plate 61 is fixed. The first steel plate 65 is a flat stainless steel plate welded to the lower surface of the upper support plate 41.
在一些实施例中,如图5所示,下支座板42的上表面包括球形面支承转动面,第二滑板62为球面板。下支座板42的球形面支承转动面设有球面板安装槽。第二滑板62安装在下支座板42的球面板安装槽上,使得下支座板42与第二滑板62的相对位置固定。第二钢板66为球形面不锈钢板,焊接在支承板43的下表面。In some embodiments, as shown in FIG. 5, the upper surface of the lower abutment plate 42 includes a spherical surface supporting rotational surface, and the second sliding plate 62 is a spherical plate. The spherical surface supporting rotating surface of the lower support plate 42 is provided with a ball panel mounting groove. The second slider 62 is mounted on the ball panel mounting groove of the lower holder plate 42 such that the relative positions of the lower holder plate 42 and the second slider 62 are fixed. The second steel plate 66 is a spherical stainless steel plate welded to the lower surface of the support plate 43.
在一些实施例中,如图5所示,抗拉座51的下表面包括球形面抗拉转动面,第三滑板63为球面板。抗拉座51的球形面抗拉转动面设有球面板安装槽。第三滑板63安装在抗拉座51的球面板安装槽上,使得抗拉座51与第三滑板63的相对位置固定。第三钢板67为球形面不锈钢板,焊接在抗拉块52的上表面。In some embodiments, as shown in FIG. 5, the lower surface of the tensile seat 51 includes a spherical surface tensile rotating surface, and the third sliding plate 63 is a spherical panel. The spherical surface tension rotating surface of the tensile seat 51 is provided with a ball panel mounting groove. The third slider 63 is mounted on the ball panel mounting groove of the tension holder 51 such that the relative positions of the tension bracket 51 and the third slider 63 are fixed. The third steel plate 67 is a spherical stainless steel plate welded to the upper surface of the tensile block 52.
在一些实施例中,如图5所示,抗拉块52的下表面为平面形抗拉滑动面,第四滑板64为平面板。抗拉块52的平面形抗拉滑动面设有平面板安装槽。第四滑板64安装在抗拉块52的平面板安装槽上,使得抗拉块52与第四滑板64的相对位置固定。第四钢板68为平面形不锈钢板,焊接在上支座板41的上表面。In some embodiments, as shown in FIG. 5, the lower surface of the tensile block 52 is a planar tensile sliding surface, and the fourth sliding plate 64 is a planar plate. The planar tensile sliding surface of the tensile block 52 is provided with a flat plate mounting groove. The fourth slider 64 is mounted on the flat plate mounting groove of the tensile block 52 such that the relative positions of the tensile block 52 and the fourth slider 64 are fixed. The fourth steel plate 68 is a flat stainless steel plate welded to the upper surface of the upper support plate 41.
如图6和图9所示,支承板43至少为两个;在一些实施例中,支承板43为两个。每个支承板43的上表面与上支座板41接触配合。每个支承板43的下表面与下支座板42接触配合。多个支承板43横向设置。横向设置的多个支承板43为上支座板41和下支座板42之间的连接提供了多个横向的支点,同时由于上支座板41、支承板43、下支座板42之间的连接为非固定连接,避免了支座组件82的左右部分发生偏载或拉压应力过大的问题,大大提高了支座组件82的横向稳定能力。As shown in Figures 6 and 9, the support plates 43 are at least two; in some embodiments, the support plates 43 are two. The upper surface of each of the support plates 43 is in mating engagement with the upper support plate 41. The lower surface of each of the support plates 43 is in mating engagement with the lower abutment plate 42. A plurality of support plates 43 are laterally disposed. The plurality of support plates 43 disposed laterally provide a plurality of lateral fulcrums for the connection between the upper support plate 41 and the lower support plate 42, and at the same time, due to the upper support plate 41, the support plate 43, and the lower support plate 42 The connection between the two is a non-fixed connection, which avoids the problem that the left and right portions of the holder assembly 82 are excessively biased or the tensile stress is excessively increased, and the lateral stability of the holder assembly 82 is greatly improved.
如图4-6所示,防尘密封圈44与上支座板41的下表面接触配合。防尘密封圈44与下支座板42的上表面接触配合。防尘密封圈44围绕支承板43设置。在一些实施例中,如图5和图7所示,下支座板42的上表面设有防尘密封圈安装槽440,而防尘密 封圈44安装在防尘密封圈安装槽440上。通过防尘密封圈44对支承板43进行防尘密封保护,大大提高了上支座板41、支承板43和下支座板42之间配合的可靠性。As shown in FIGS. 4-6, the dust seal 44 is in contact with the lower surface of the upper support plate 41. The dust seal 44 is in contact with the upper surface of the lower holder plate 42. A dust seal 44 is disposed around the support plate 43. In some embodiments, as shown in Figs. 5 and 7, the upper surface of the lower holder plate 42 is provided with a dust seal ring mounting groove 440, and the dust seal ring 44 is mounted on the dust seal ring mounting groove 440. The support plate 43 is protected from dust by the dust seal 44, which greatly improves the reliability of the cooperation between the upper support plate 41, the support plate 43, and the lower support plate 42.
如图2和图12所示,上支座板41的上表面与若干锚固钢筋3固定连接;在一些实施例中,上支座板41的上表面设有若干螺纹孔,与若干锚固钢筋3螺纹连接,并加焊。通过锚固钢筋3,在浇筑轨道梁本体81时,可将上支座板41预埋在轨道梁本体81上。As shown in FIGS. 2 and 12, the upper surface of the upper support plate 41 is fixedly coupled to a plurality of anchor bars 3; in some embodiments, the upper surface of the upper support plate 41 is provided with a plurality of threaded holes, and a plurality of anchor bars 3 Threaded and soldered. By anchoring the reinforcing bars 3, the upper support plate 41 can be pre-buried on the track beam body 81 when the track beam body 81 is poured.
如图4和图9所示,第一抗剪榫71与上支座板41的中部固定连接。如图7所示,下支座板42设有第一抗剪榫口710。第一抗剪榫口710位于下支座板42的中部。第一抗剪榫71与第一抗剪榫口710接触配合。在一些实施例中,第一抗剪榫71固定于上支座板41上,贯穿上支座板41和下支座板42,并伸入到轨道梁本体81中。通过第一抗剪榫71,可为上支座板41和下支座板42提供安装定位以及限位,使得上支座板41可向下支座板42传递横向载荷,大大提高了支座组件82的工作稳定性。其中,“榫”是指利用凹凸结构实现连接的部件。As shown in FIGS. 4 and 9, the first anti-scissor 71 is fixedly coupled to the middle of the upper holder plate 41. As shown in FIG. 7, the lower support plate 42 is provided with a first shear nip 710. The first shear nip 710 is located in the middle of the lower support plate 42. The first shear tamper 71 is in mating engagement with the first shear nip 710. In some embodiments, the first shear guard 71 is fixed to the upper support plate 41, extends through the upper support plate 41 and the lower support plate 42, and projects into the track beam body 81. By the first shear sill 71, the upper support plate 41 and the lower support plate 42 can be provided with mounting positioning and limit, so that the upper support plate 41 can transmit the lateral load to the lower support plate 42, thereby greatly improving the support. The operational stability of assembly 82. Here, "榫" refers to a member that is connected by a concave-convex structure.
如图9所示,第一抗剪榫口710的纵向宽度大于或等于第一抗剪榫71的纵向宽度,使得上支座板41和下支座板42在安装过程中可调节制造误差,还为上支座板41和下支座板42的纵向相对移动提供位移量需求。记第一抗剪榫口710的纵向宽度与第一抗剪榫71的纵向宽度的差的一半为L。通过改变L的大小,可调节上支座板41和下支座板42发生纵向相对移动的位移量需求。当L大于0时,本申请实施例提供的支座组件82为滑动支座,即上支座板41与下支座板42可发生纵向相对移动;当L等于0时,支座组件82为固定支座,即上支座板41与下支座板42在纵向相对固定。As shown in FIG. 9, the longitudinal width of the first shear-resistant opening 710 is greater than or equal to the longitudinal width of the first shear-resistant yoke 71, so that the upper support plate 41 and the lower support plate 42 can adjust manufacturing errors during installation. A displacement amount requirement is also provided for the longitudinal relative movement of the upper support plate 41 and the lower support plate 42. It is noted that half of the difference between the longitudinal width of the first shear slit 710 and the longitudinal width of the first shear strand 71 is L. By changing the size of L, the amount of displacement of the upper support plate 41 and the lower support plate 42 in the longitudinal relative movement can be adjusted. When L is greater than 0, the support assembly 82 provided by the embodiment of the present application is a sliding support, that is, the upper support plate 41 and the lower support plate 42 can move longitudinally relative to each other; when L is equal to 0, the support assembly 82 is The fixed support, that is, the upper support plate 41 and the lower support plate 42 are relatively fixed in the longitudinal direction.
如图4、图5和图9所示,第二抗剪榫72包括第二左抗剪榫和第二右抗剪榫。第二左抗剪榫与上支座板41的左端固定连接。第二右抗剪榫与上支座板41的右端固定连接。如图9所示,下支座板42设有第二抗剪榫口720。第二抗剪榫口720包括第二左抗剪榫口和第二右抗剪榫口。第二左抗剪榫口位于下支座板42的左端。第二右抗剪榫口位于下支座板42的右端;第二左抗剪榫与第二左抗剪榫口接触配合。第二右剪榫与第二右抗剪榫口接触配合。通过第二抗剪榫720,可为上支座板41和下支座板42提供安装定位以及限位,使得上支座板41可向下支座板42传递横向载荷,还可以抵抗轨道梁本体81的扭转变形,大大提高了支座组件82的工作稳定性。As shown in FIGS. 4, 5, and 9, the second anti-shear 72 includes a second left anti-shear and a second right anti-shear. The second left shear cymbal is fixedly coupled to the left end of the upper support plate 41. The second right shear cymbal is fixedly coupled to the right end of the upper support plate 41. As shown in FIG. 9, the lower support plate 42 is provided with a second shear-resistant opening 720. The second shear opening 720 includes a second left shear opening and a second right shear opening. The second left shear jaw is located at the left end of the lower support plate 42. The second right shearing jaw is located at the right end of the lower support plate 42; the second left shearing jaw is in contact with the second left shearing jaw. The second right clip is in contact with the second right shear jaw. By the second shear 720, the upper support plate 41 and the lower support plate 42 can be provided with mounting positioning and limit, so that the upper support plate 41 can transmit the lateral load to the lower support plate 42 and can also resist the track beam. The torsional deformation of the body 81 greatly improves the operational stability of the abutment assembly 82.
如图9所示,第二抗剪榫口720的纵向宽度大于或等于第二抗剪榫72的纵向宽度,使得上支座板41和下支座板42在安装过程中可调节制造误差,还为上支座板41和下支座板42的纵向相对移动提供位移量需求。在一些实施例中,第二抗剪榫口720的纵 向宽度与第二抗剪榫72的纵向宽度的差的一半大于L。As shown in FIG. 9, the longitudinal width of the second shear-resistant opening 720 is greater than or equal to the longitudinal width of the second shear-resistant sill 72, so that the upper support plate 41 and the lower support plate 42 can adjust manufacturing errors during installation. A displacement amount requirement is also provided for the longitudinal relative movement of the upper support plate 41 and the lower support plate 42. In some embodiments, a half of the difference between the longitudinal width of the second shear cutout 720 and the longitudinal width of the second shear pocket 72 is greater than L.
如图2、图4、图7-10和图13所示,支座组件82还包括基座板2。基座板2位于下支座板42的下方,且与下支座板42固定连接;在一些实施例中,基座板2与下支座板42通过锚固螺栓21连接。下支座板42的锚固螺栓孔为腰形孔,可在安装下支座板42时用于调节施工与制造误差。下支座板42和基座板2之间还设置有凸台25和活动板26,且均通过锚固螺栓21连接,用于调节下支座板42的垂向高度。基座板2适于预埋在垫石83或盖梁84中,为下支座板42提供安装基座,且为支座组件82提供抗剪功能。基座板2左右两端为下支座板42的安装面,要求比较小的粗糙度,因此进一步加工,形成两个台阶结构。基座板2还设有若干个通孔,包括用于注浆的大孔和用于排气的小孔。As shown in Figures 2, 4, 7-10 and 13, the stand assembly 82 further includes a base plate 2. The base plate 2 is located below the lower support plate 42 and is fixedly coupled to the lower support plate 42; in some embodiments, the base plate 2 and the lower support plate 42 are coupled by anchor bolts 21. The anchor bolt holes of the lower support plate 42 are waist-shaped holes, which can be used to adjust construction and manufacturing errors when the lower support plate 42 is installed. A boss 25 and a movable plate 26 are further disposed between the lower support plate 42 and the base plate 2, and are connected by anchor bolts 21 for adjusting the vertical height of the lower support plate 42. The base plate 2 is adapted to be pre-buried in the sill 83 or cover beam 84, providing a mounting base for the lower abutment plate 42 and providing a shear function to the abutment assembly 82. The left and right ends of the base plate 2 are the mounting faces of the lower support plate 42, and a relatively small roughness is required, so that further processing is performed to form two stepped structures. The base plate 2 is also provided with a plurality of through holes, including large holes for grouting and small holes for exhausting.
如图2、图4、图7、图10和图13所示,基座板2的下表面固定安装有四个隔砼箱22,位于锚固螺栓21的下方。隔砼箱22用于隔离混凝土,适于在浇筑盖梁84时为锚固螺栓21留出安装空间。As shown in FIG. 2, FIG. 4, FIG. 7, FIG. 10 and FIG. 13, the lower surface of the base plate 2 is fixedly attached with four barrier boxes 22, which are located below the anchor bolts 21. The barrier box 22 is used to isolate the concrete and is adapted to leave a mounting space for the anchor bolts 21 when the cover beam 84 is poured.
如图2、图4、图7、图10和图13所示,基座板2的下表面还设有锚固钢筋安装座23。在一些实施例中,锚固钢筋安装座23通过螺纹或焊接的方式与基座板2的下表面固定连接。锚固钢筋安装座23上设有螺纹孔,与锚固钢筋3螺纹连接,并加焊。基座板2通过锚固钢筋安装座23与锚固钢筋3来连接,由锚固钢筋安装座23承受工作过程中的拉力,提高了支座组件82的抗拉能力。通过锚固钢筋3,在浇筑盖梁84时,可将基座板2预埋在垫石83或盖梁84上。As shown in FIG. 2, FIG. 4, FIG. 7, FIG. 10 and FIG. 13, the lower surface of the base plate 2 is further provided with an anchor reinforcing steel mount 23. In some embodiments, the anchor rebar mount 23 is fixedly coupled to the lower surface of the base plate 2 by threading or welding. The anchoring steel bar mount 23 is provided with a threaded hole, and is screwed to the anchoring steel bar 3 and welded. The base plate 2 is connected to the anchor steel bar 3 by the anchor steel bar mount 23, and the anchor steel bar mount 23 is subjected to the tensile force during the working process, thereby improving the tensile strength of the abutment assembly 82. By anchoring the reinforcing bars 3, the base plate 2 can be pre-buried on the underlay 83 or the cover beam 84 when the cover beam 84 is poured.
如图4和图10所示,基座板2的下表面还设有条形结构的抗剪筋24;在一些实施例中,抗剪筋24焊接于基座板2的下表面。抗剪筋24位于基座板2的下方,在浇筑盖梁84时将埋入垫石83或盖梁84中,提高了基座板2的抗剪能力,从而提高了支座组件82的抗剪能力。As shown in FIGS. 4 and 10, the lower surface of the base plate 2 is further provided with a strip-shaped shear rib 24; in some embodiments, the shear rib 24 is welded to the lower surface of the base plate 2. The anti-shearing rib 24 is located below the base plate 2 and will be embedded in the sill 83 or the cover beam 84 when the cover beam 84 is poured, thereby improving the shear resistance of the base plate 2, thereby improving the resistance of the abutment assembly 82. Shear ability.
如图2、图4、图7、图9和图13所示,第三抗剪榫73位于基座板2的上方,且与基座板2固定连接;在一些实施例中,第三抗剪榫73为两个,焊接在基座板2的上表面,位于下支座板42的前端和后端。第三抗剪榫73的三个侧面与下支座板42接触配合,且可对下支座板42相对于基座板2进行横向和纵向定位。通过第三抗剪榫73与下支座板42的配合,提高了下支座板42的抗剪能力,从而提高了支座组件82的抗剪能力。由于施工误差和架梁误差,安装支座组件82时不可能一次性安装到位,因此下支座板42与第三抗剪榫73预留一定的的安装间隙,当下支座板42调整到位后,在 第三抗剪榫73与下支座板42接触配合的三个侧面上通过楔紧块730楔紧,然后加焊固定,从而调节和固定下支座板42的安装位置。As shown in Figures 2, 4, 7, 9, and 13, the third anti-shear 73 is located above the base plate 2 and is fixedly coupled to the base plate 2; in some embodiments, the third anti- Two clips 73 are welded to the upper surface of the base plate 2 at the front and rear ends of the lower holder plate 42. The three sides of the third anti-scissor 73 are in mating engagement with the lower abutment plate 42, and the lower abutment plate 42 can be positioned laterally and longitudinally relative to the base plate 2. By the cooperation of the third shear dam 73 and the lower support plate 42, the shear resistance of the lower support plate 42 is improved, thereby improving the shear resistance of the support assembly 82. Due to the construction error and the frame beam error, it is impossible to install the support assembly 82 in one position at a time, so that the lower support plate 42 and the third anti-shear 73 reserve a certain installation clearance, and when the lower support plate 42 is adjusted in place, On the three sides of the third anti-shock 73 in contact with the lower support plate 42, the wedge block 730 is wedged and then welded and fixed to adjust and fix the mounting position of the lower support plate 42.
轨道车辆及轨道梁本体81产生的荷载传递至上支座板41,然后通过支承板43传递至下支座板42,再传递至基座板2及盖梁84。若轨道梁本体81一端产生拉力或弯矩荷载,则通过上支座板41、抗拉块52、抗拉座51传递至下支座板42,再通过锚固螺栓21传递至盖梁84。若轨道梁本体81一端产生横向荷载,则通过第一抗剪榫71和第二抗剪榫72传递至下支座板42,再通过第三抗剪榫73传递至基座板2及盖梁84。The load generated by the rail vehicle and the rail beam body 81 is transmitted to the upper support plate 41, and then transmitted to the lower support plate 42 through the support plate 43 and then transmitted to the base plate 2 and the cover beam 84. If a tensile force or a bending moment load is generated at one end of the rail beam body 81, the upper support plate 41, the tensile block 52, and the tensile block 51 are transmitted to the lower support plate 42 and then transmitted to the cover beam 84 through the anchor bolts 21. If a lateral load is generated at one end of the rail beam body 81, it is transmitted to the lower support plate 42 through the first shear dam 71 and the second shear dam 72, and then transmitted to the base plate 2 and the cover beam through the third shear dam 73. 84.
通过采用支座组件82,大大提高了轨道梁8的整体承载能力,减小了轨道梁8中支座组件82的体积和制造、安装成本;还使得轨道梁本体81一端可发生纵向相对移动和在纵向竖直平面上的相对转动,以适应轨道梁的弯曲变形和伸缩变形;还提高了轨道梁8的抗拉能力和横向稳定能力,避免了轨道梁8发生偏载或拉压应力过大的问题。By adopting the abutment assembly 82, the overall load carrying capacity of the track beam 8 is greatly improved, the volume of the support assembly 82 in the track beam 8 and the manufacturing and installation costs are reduced; and the longitudinal relative movement of the track beam body 81 can occur. The relative rotation in the longitudinal vertical plane to adapt to the bending deformation and the telescopic deformation of the track beam; also improve the tensile strength and lateral stability of the track beam 8, avoiding the eccentric load or excessive tensile stress of the track beam 8 The problem.
根据本申请实施例的轨道梁的其他构成以及操作对于本领域普通技术人员而言都是已知的,这里不再详细描述。Other configurations and operations of track beams in accordance with embodiments of the present application are known to those of ordinary skill in the art and will not be described in detail herein.
在本说明书的描述中,参考术语“一个实施例”、“一些实施例”、“示意性实施例”、“示例”、“具体示例”、或“一些示例”等的描述意指结合该实施例或示例描述的具体特征、结构、材料或者特点包含于本申请的至少一个实施例或示例中。在本说明书中,对上述术语的示意性表述不一定指的是相同的实施例或示例。而且,描述的具体特征、结构、材料或者特点可以在任何的一个或多个实施例或示例中以合适的方式结合。In the description of the present specification, the description with reference to the terms "one embodiment", "some embodiments", "illustrative embodiment", "example", "specific example", or "some examples", etc. Particular features, structures, materials or features described in the examples or examples are included in at least one embodiment or example of the application. In the present specification, the schematic representation of the above terms does not necessarily mean the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in a suitable manner in any one or more embodiments or examples.
尽管已经示出和描述了本申请的实施例,本领域的普通技术人员可以理解:在不脱离本申请的原理和宗旨的情况下可以对这些实施例进行多种变化、修改、替换和变型,本申请的范围由权利要求及其等同物限定。While the embodiments of the present invention have been shown and described, it will be understood by those skilled in the art The scope of the present application is defined by the claims and their equivalents.

Claims (22)

  1. 一种轨道梁的支座组件,其特征在于,包括:A bearing assembly for a track beam, comprising:
    上支座板;Upper support plate;
    下支座板,所述下支座板位于所述上支座板的下方;a lower support plate, the lower support plate is located below the upper support plate;
    支承板,所述支承板的上表面与所述上支座板接触配合;所述支承板的下表面与所述下支座板接触配合;a support plate, an upper surface of the support plate is in contact with the upper support plate; a lower surface of the support plate is in contact with the lower support plate;
    抗拉座,所述抗拉座与所述下支座板固定连接;a tensile seat, the tensile seat being fixedly connected to the lower support plate;
    抗拉块,所述抗拉块的上表面与所述抗拉座接触配合;所述抗拉块的下表面与所述上支座板的上表面接触配合;a tensile block, the upper surface of the tensile block is in contact with the tensile seat; the lower surface of the tensile block is in contact with the upper surface of the upper support plate;
    所述上支座板与所述下支座板可发生纵向相对移动和在纵向竖直平面上的相对转动。The upper abutment plate and the lower abutment plate may undergo longitudinal relative movement and relative rotation in a longitudinal vertical plane.
  2. 如权利要求1所述的轨道梁的支座组件,其特征在于:A bearing assembly for a track beam according to claim 1 wherein:
    所述支承板的上表面为支承滑动面,下表面为支承转动面;所述上支座板的下表面包括支承滑动面;所述下支座板的上表面包括支承转动面;所述上支座板的支承滑动面与所述支承板的支承滑动面接触配合;所述下支座板的支承转动面与所述支承板的支承转动面接触配合。The upper surface of the support plate is a supporting sliding surface, the lower surface is a supporting rotating surface; the lower surface of the upper supporting plate includes a supporting sliding surface; the upper surface of the lower supporting plate includes a supporting rotating surface; The supporting sliding surface of the supporting plate is in contact with the supporting sliding surface of the supporting plate; the supporting rotating surface of the lower supporting plate is in contact with the supporting rotating surface of the supporting plate.
  3. 如权利要求1所述的轨道梁的支座组件,其特征在于:A bearing assembly for a track beam according to claim 1 wherein:
    所述支承板的上表面为支承转动面,下表面为支承滑动面;所述上支座板的下表面包括支承转动面;所述下支座板的上表面包括支承滑动面;所述上支座板的支承转动面与所述支承板的支承转动面接触配合;所述下支座板的支承滑动面与所述支承板的支承滑动面接触配合。The upper surface of the support plate is a supporting rotating surface, the lower surface is a supporting sliding surface; the lower surface of the upper supporting plate includes a supporting rotating surface; the upper surface of the lower supporting plate includes a supporting sliding surface; The supporting rotating surface of the supporting plate is in contact with the supporting rotating surface of the supporting plate; the supporting sliding surface of the lower supporting plate is in contact with the supporting sliding surface of the supporting plate.
  4. 如权利要求2或3所述的轨道梁的支座组件,其特征在于:所述支承板的支承转动面为球形面;所述支承板的支承滑动面为平面。The support assembly for a rail beam according to claim 2 or 3, wherein the supporting rotating surface of the supporting plate is a spherical surface; and the supporting sliding surface of the supporting plate is a flat surface.
  5. 如权利要求2或3所述的轨道梁的支座组件,其特征在于,A bearing assembly for a track beam according to claim 2 or 3, wherein
    所述抗拉块的上表面为抗拉转动面,下表面为抗拉滑动面;所述抗拉座的下表面包括抗拉转动面;所述上支座板的上表面包括抗拉滑动面;所述抗拉座的抗拉转动面与所述抗拉块的抗拉转动面接触配合;所述上支座板的抗拉滑动面与所述抗拉块的抗拉滑动面接触配合。The upper surface of the tensile block is a tensile rotating surface, the lower surface is a tensile sliding surface; the lower surface of the tensile seat includes a tensile rotating surface; and the upper surface of the upper supporting plate includes a tensile sliding surface The tensile rotating surface of the tensile seat is in contact with the tensile rotating surface of the tensile block; the tensile sliding surface of the upper supporting plate is in contact with the tensile sliding surface of the tensile block.
  6. 如权利要求2或3所述的轨道梁的支座组件,其特征在于,A bearing assembly for a track beam according to claim 2 or 3, wherein
    所述抗拉块的上表面为抗拉滑动面,下表面为抗拉转动面;所述抗拉座的下表面包括抗拉滑动面;所述上支座板的上表面包括抗拉转动面;所述抗拉座的抗拉滑动面与所述抗拉块的抗拉滑动面接触配合;所述上支座板的抗拉转动面与所述抗拉块的抗拉转动面接触配合。The upper surface of the tensile block is a tensile sliding surface, and the lower surface is a tensile rotating surface; the lower surface of the tensile seat includes a tensile sliding surface; and the upper surface of the upper supporting plate includes a tensile rotating surface The tensile sliding surface of the tensile seat is in contact with the tensile sliding surface of the tensile block; the tensile rotating surface of the upper supporting plate is in contact with the tensile rotating surface of the tensile block.
  7. 如权利要求5所述的轨道梁的支座组件,其特征在于,所述抗拉块的抗拉转动面为球形面,抗拉滑动面为平面。The support assembly for a track beam according to claim 5, wherein the tensile surface of the tensile block is a spherical surface and the tensile sliding surface is a flat surface.
  8. 如权利要求6所述的轨道梁的支座组件,其特征在于,所述抗拉块的抗拉转动面为球形面,抗拉滑动面为平面。The support assembly for a track beam according to claim 6, wherein the tensile surface of the tensile block is a spherical surface and the tensile sliding surface is a flat surface.
  9. 如权利要求1-8中任一项所述的轨道梁的支座组件,其特征在于:A bearing assembly for a track beam according to any of the preceding claims, characterized in that:
    所述抗拉座包括第一抗拉座和第二抗拉座;所述第一抗拉座与所述下支座板的左端固定连接;所述第二抗拉座与所述下支座板的右端固定连接;The tensile seat includes a first tensile seat and a second tensile seat; the first tensile seat is fixedly coupled to a left end of the lower support plate; the second tensile seat and the lower support The right end of the board is fixedly connected;
    所述第一抗拉座位于所述上支座板的左端的上方;所述第二抗拉座位于所述上支座板的右端的上方;The first tensile seat is located above the left end of the upper support plate; the second tensile seat is located above the right end of the upper support plate;
    所述抗拉块包括第一抗拉块和第二抗拉块;所述第一抗拉块的上表面与所述第一抗拉座接触配合;所述第一抗拉块的下表面与所述上支座板的左端接触配合;所述第二抗拉块的上表面与所述第二抗拉座接触配合;所述第二抗拉块的下表面与所述上支座板的右端接触配合。The tensile block includes a first tensile block and a second tensile block; an upper surface of the first tensile block is in contact with the first tensile seat; a lower surface of the first tensile block is The left end of the upper support plate is in a mating engagement; the upper surface of the second tensile block is in contact with the second tensile seat; the lower surface of the second tensile block is opposite to the upper support plate The right end is in contact with the fit.
  10. 如权利要求1-9中任一项所述的轨道梁的支座组件,其特征在于,还包括第一滑板、第二滑板、第三滑板和第四滑板;A support assembly for a track beam according to any of the preceding claims, further comprising a first slide, a second slide, a third slide and a fourth slide;
    所述上支座板与所述支承板通过所述第一滑板接触配合;所述下支座板与所述支承板通过所述第二滑板接触配合;所述抗拉座与所述抗拉块通过所述第三滑板接触配合;所述上支座板与所述抗拉块通过所述第四滑板接触配合。The upper support plate and the support plate are in contact with the first slide plate; the lower support plate and the support plate are in contact with the second slide plate; the tensile seat and the tensile force The block is mated by the third slide; the upper support plate and the tensile block are in contact with each other through the fourth slide.
  11. 如权利要求1-10中任一项所述的轨道梁的支座组件,其特征在于,还包括第一钢板、第二钢板、第三钢板和第四钢板;A bearing assembly for a rail beam according to any one of claims 1 to 10, further comprising a first steel plate, a second steel plate, a third steel plate and a fourth steel plate;
    所述第一钢板位于所述上支座板与所述支承板之间,且所述第一钢板固定连接在所述上支座板的下表面或所述支承板的上表面;The first steel plate is located between the upper support plate and the support plate, and the first steel plate is fixedly connected to a lower surface of the upper support plate or an upper surface of the support plate;
    所述第二钢板位于所述支承板与所述下支座板之间,且所述第二钢板固定连接在所述支承板的下表面或所述下支座板的上表面;The second steel plate is located between the support plate and the lower support plate, and the second steel plate is fixedly connected to the lower surface of the support plate or the upper surface of the lower support plate;
    所述第三钢板位于所述抗拉座与所述抗拉块之间,且所述第三钢板固定连接在所述抗拉座的下表面或所述抗拉块的上表面;The third steel plate is located between the tensile seat and the tensile block, and the third steel plate is fixedly connected to the lower surface of the tensile seat or the upper surface of the tensile block;
    所述第四钢板位于所述抗拉块与所述上支座板之间,且所述第四钢板固定连接在所述抗拉块的下表面或所述上支座板的上表面。The fourth steel plate is located between the tensile block and the upper support plate, and the fourth steel plate is fixedly coupled to a lower surface of the tensile block or an upper surface of the upper support plate.
  12. 如权利要求1-11中任一项所述的轨道梁的支座组件,其特征在于,所述支承板至少为两个;所述每个支承板的上表面与所述上支座板接触配合;所述每个支承板的下表面与所述下支座板接触配合;所述至少两个支承板横向设置。A support assembly for a track beam according to any of the preceding claims, wherein the support plates are at least two; the upper surface of each of the support plates is in contact with the upper support plate Cooperating; a lower surface of each of the support plates is in contact with the lower support plate; the at least two support plates are disposed laterally.
  13. 如权利要求1-12中任一项所述的轨道梁的支座组件,其特征在于,还包括防尘密封圈;所述防尘密封圈与所述上支座板的上表面接触配合;所述防尘密封圈与所述下支座板的上表面接触配合;所述防尘密封圈围绕所述支承板设置。The support assembly for a rail beam according to any one of claims 1 to 12, further comprising a dust seal ring; the dust seal ring is in contact with the upper surface of the upper support plate; The dust seal ring is in contact with the upper surface of the lower support plate; the dust seal ring is disposed around the support plate.
  14. 如权利要求1-13中任一项所述的轨道梁的支座组件,其特征在于,还包括第一抗剪榫;所述第一抗剪榫与所述上支座板的中部固定连接;A support assembly for a track beam according to any of claims 1 to 13, further comprising a first shear shackle; said first shear shackle being fixedly coupled to a central portion of said upper support plate ;
    所述下支座板设有第一抗剪榫口;所述第一抗剪榫口位于所述下支座板的中部;所述第一抗剪榫与所述第一抗剪榫口接触配合。The lower support plate is provided with a first shear nip; the first shear nip is located at a middle portion of the lower support plate; and the first anti-scissor is in contact with the first shear nip Cooperate.
  15. 如权利要求1-14中任一项所述的轨道梁的支座组件,其特征在于,还包括第二抗剪榫;所述第二抗剪榫包括第二左抗剪榫和第二右抗剪榫;所述第二左抗剪榫与所述上支座板的左端固定连接;所述第二右抗剪榫与所述上支座板的右端固定连接;A bearing assembly for a track beam according to any of claims 1 to 14, further comprising a second shear ram; said second shear 榫 includes a second left shear 榫 and a second right a second left anti-scissor 固定 is fixedly connected to a left end of the upper support plate; the second right anti-scissor is fixedly connected to a right end of the upper support plate;
    所述下支座板设有第二抗剪榫口;所述第二抗剪榫口包括第二左抗剪榫口和第二右抗剪榫口;所述第二左抗剪榫口位于所述下支座板的左端;所述第二右抗剪榫口位于所述下支座板的右端;所述第二左抗剪榫与所述第二左抗剪榫口接触配合;所述第二右剪榫与所述第二右抗剪榫口接触配合。The lower support plate is provided with a second shear opening; the second shear opening includes a second left shear opening and a second right shear opening; the second left shear opening is located a left end of the lower support plate; the second right shear rim is located at a right end of the lower support plate; and the second left anti-shear is in contact with the second left shear nip; The second right clip is in contact with the second right shear jaw.
  16. 如权利要求1-15中任一项所述的轨道梁的支座组件,其特征在于,还包括基座板;所述基座板位于所述下支座板的下方,且与所述下支座板固定连接。A support assembly for a track beam according to any of claims 1 to 15, further comprising a base plate; said base plate being located below said lower support plate and said The support plate is fixedly connected.
  17. 如权利要求16所述的轨道梁的支座组件,其特征在于,所述基座板与所述下支座板通过锚固螺栓连接;The support assembly for a rail beam according to claim 16, wherein the base plate and the lower support plate are connected by anchor bolts;
    所述基座板下表面设有隔砼箱;所述隔砼箱位于所述锚固螺栓下方。The lower surface of the base plate is provided with a barrier box; the barrier box is located below the anchor bolt.
  18. 如权利要求16所述的轨道梁的支座组件,其特征在于,还包括锚固钢筋安装座;所述锚固钢筋安装座位于所述基座板的下方,且与所述基座板固定连接;所述锚固钢筋安装座设有螺纹孔;所述螺纹孔适于与锚固钢筋螺纹连接。A support assembly for a rail beam according to claim 16, further comprising an anchor rebar mount; said anchor rebar mount being located below said base plate and fixedly coupled to said base plate; The anchor reinforcement mounting seat is provided with a threaded hole; the threaded hole is adapted to be threadedly coupled to the anchoring steel.
  19. 如权利要求16所述的轨道梁的支座组件,其特征在于,还包括抗剪筋;所述抗剪筋为条形结构,位于所述基座板的下方,且与所述基座板固定连接。A support assembly for a track beam according to claim 16, further comprising a shear rib; said shear rib being a strip structure located below said base plate and said base plate Fixed connection.
  20. 如权利要求16所述的轨道梁的支座组件,其特征在于,还包括第三抗剪榫;A support assembly for a track beam according to claim 16 further comprising a third shear ram;
    所述第三抗剪榫位于所述基座板的上方,且与所述基座板固定连接;The third anti-scissor is located above the base plate and is fixedly connected to the base plate;
    所述第三抗剪榫的侧面与所述下支座板接触配合,且可对所述下支座板相对于所述基座板进行横向和纵向定位。The side of the third anti-scissor is in contact with the lower support plate, and the lower support plate is laterally and longitudinally positioned relative to the base plate.
  21. 一种轨道梁,其特征在于,包括轨道梁本体和根据权利要求1-20中任一项所述的支座组件;所述支座组件的上端与所述轨道梁本体的一端固定连接。A track beam comprising a track beam body and a stand assembly according to any of claims 1-20; an upper end of the stand assembly being fixedly coupled to one end of the track beam body.
  22. 如权利要求21所述的轨道梁,其特征在于,还包括盖梁和墩柱;所述支座组件的下端与所述盖梁的上端固定连接;所述盖梁的下端与所述墩柱的上端固定连接。The track beam according to claim 21, further comprising a cover beam and a pier; the lower end of the support assembly is fixedly coupled to the upper end of the cover beam; the lower end of the cover beam and the pier The upper end is fixedly connected.
PCT/CN2019/083706 2018-04-23 2019-04-22 Support assembly and track beam having same WO2019206086A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201810367793.9A CN110387811B (en) 2018-04-23 2018-04-23 Support assembly and track beam with same
CN201810367793.9 2018-04-23

Publications (1)

Publication Number Publication Date
WO2019206086A1 true WO2019206086A1 (en) 2019-10-31

Family

ID=68284777

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2019/083706 WO2019206086A1 (en) 2018-04-23 2019-04-22 Support assembly and track beam having same

Country Status (2)

Country Link
CN (1) CN110387811B (en)
WO (1) WO2019206086A1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113931017B (en) * 2020-06-29 2023-03-14 比亚迪股份有限公司 Support and traffic track system of track roof beam
CN114319089B (en) * 2021-12-30 2024-01-26 上海应用技术大学 Malocclusion tensile fixed support structure

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2554224Y (en) * 2002-06-27 2003-06-04 中国路桥(集团)新津筑路机械厂 Lateral rocker type tensil, shear ball bridge bearing
CN201553981U (en) * 2009-12-09 2010-08-18 衡水市橡胶总厂有限公司 Universal tension-compression bearing
CN202055166U (en) * 2011-05-06 2011-11-30 新津腾中筑路机械有限公司 Vertical elastic tension-compression bearing
CN102261037A (en) * 2011-05-06 2011-11-30 新津腾中筑路机械有限公司 Vertical elastic tension compression support
CN202081376U (en) * 2011-05-23 2011-12-21 新津腾中筑路机械有限公司 Vertical tension compression support
CN104480854A (en) * 2014-12-16 2015-04-01 中铁第四勘察设计院集团有限公司 Horizontally adjustable support

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19543519A1 (en) * 1995-11-22 1997-05-28 Ibg Monforts Gmbh & Co Sliding cup bearing mounting
CN100467728C (en) * 2007-05-21 2009-03-11 北京工业大学 Vertically pulling-resistant type friction pendulum support
KR101053274B1 (en) * 2009-08-18 2011-08-01 조영철 Spherical bearing
CN202164535U (en) * 2011-07-05 2012-03-14 成都亚佳工程新技术开发有限公司 Pull-out resistance ball-shaped support
CN103104031A (en) * 2013-02-25 2013-05-15 成都宝路通桥梁科技有限公司 Tension-compression-resistant shock insulation support
CN203741993U (en) * 2014-03-11 2014-07-30 株洲时代新材料科技股份有限公司 Friction pendulum type seismic isolation support provided with anti-drawing devices
RU2589171C1 (en) * 2015-04-03 2016-07-10 Станислав Александрович Шульман Bridge support part
CN105568844A (en) * 2015-11-10 2016-05-11 北京交通大学 Concrete pier system for suspension type monorail traffic and construction process
CN206521655U (en) * 2016-12-29 2017-09-26 比亚迪股份有限公司 Mounting assembly and track girder for track girder
CN206599852U (en) * 2017-03-31 2017-10-31 衡水贵平工程橡塑有限公司 Bicylindrical ball type network frame bridle iron
CN206721657U (en) * 2017-03-31 2017-12-08 衡水贵平工程橡塑有限公司 Single-column face ball-type tension compression bearing

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2554224Y (en) * 2002-06-27 2003-06-04 中国路桥(集团)新津筑路机械厂 Lateral rocker type tensil, shear ball bridge bearing
CN201553981U (en) * 2009-12-09 2010-08-18 衡水市橡胶总厂有限公司 Universal tension-compression bearing
CN202055166U (en) * 2011-05-06 2011-11-30 新津腾中筑路机械有限公司 Vertical elastic tension-compression bearing
CN102261037A (en) * 2011-05-06 2011-11-30 新津腾中筑路机械有限公司 Vertical elastic tension compression support
CN202081376U (en) * 2011-05-23 2011-12-21 新津腾中筑路机械有限公司 Vertical tension compression support
CN104480854A (en) * 2014-12-16 2015-04-01 中铁第四勘察设计院集团有限公司 Horizontally adjustable support

Also Published As

Publication number Publication date
CN110387811B (en) 2021-07-09
CN110387811A (en) 2019-10-29

Similar Documents

Publication Publication Date Title
WO2019144878A1 (en) Support assembly and track beam having same
WO2019206086A1 (en) Support assembly and track beam having same
JP5162025B2 (en) Semi-butterfly fitting and construction steel frame connection structure
CN107447603B (en) Pull-press shaft type monorail beam support
KR100783010B1 (en) Bearing with a wedge member and track for magnetic levitation train utilizing the bearing
CN104963413A (en) Wall board installing connecting piece and wall board installing method thereof
CN211856162U (en) Super-load hydraulic compression clamp
CN108894108B (en) bridge linear multidimensional adjusting device
JP4840324B2 (en) Upper lift stop device
CN209100789U (en) A kind of steel structure support is pressed from both sides with gimbal beams
CN212582310U (en) Hollow iron beam locking device and hollow iron track
CN112854507A (en) Energy-saving earthquake-resistant building structure
CN213601701U (en) Supporting and mounting mechanism for insulator at upper part of platform door
CN215252289U (en) Bridge tension and compression support
CA1318611C (en) Guide device for hydraulic elevator
CN111119035A (en) Rapid installation device for installing bridge support and installation and use method thereof
CN211114812U (en) Fixing device of building beam side form board angle bar pull rod
CN218758980U (en) Supporting device for steel structure
CN110422721B (en) Steel construction elevator well subsides protection architecture
CN220318362U (en) Narrow working face square pier pouring mechanism
CN202671980U (en) Fixing device for track steel wheel
CN213013891U (en) Rotation-sliding separation type guide rail support
CN112682452B (en) Built-in locking type multifunctional adjustable damper and bridge structure
CN216045860U (en) Adjusting device for support hanger
CN216360651U (en) Self-adaptive leveling device for through hole in-place rear pad beam of front support leg of bridge frame machine

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 19793691

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 19793691

Country of ref document: EP

Kind code of ref document: A1