CN217149927U - Damage stopping device for large-cantilever single-column pier bridge after impact - Google Patents
Damage stopping device for large-cantilever single-column pier bridge after impact Download PDFInfo
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- CN217149927U CN217149927U CN202220879755.3U CN202220879755U CN217149927U CN 217149927 U CN217149927 U CN 217149927U CN 202220879755 U CN202220879755 U CN 202220879755U CN 217149927 U CN217149927 U CN 217149927U
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Abstract
The utility model relates to a big cantilever single-column mound bridge suffers loss stopping device after the striking belongs to the bridge disaster prevention field, has power consumption and antitorque commentaries on classics inefficacy function concurrently. The device comprises a cap beam at the top of a single-column pier, a hollow plate beam, an energy consumption device and an anti-torsion failure device; the top of the capping beam supports the hollow plate beam through a support; the energy consumption device comprises an upper energy consumption device and an outer energy consumption device; the upper energy dissipation device is arranged between the single-column pier bridge cap beam and the hollow slab beam; the external energy consumption device is arranged on the outer side of the bottom of the single-column pier bridge capping beam; the upper energy consumption device and the outer energy consumption device comprise steel plates, steel bars, mild steel, lead, piston rods and steel blocks; the anti-torsion failure device comprises a capping beam steel anchor block, a bearing platform steel anchor block, a pipeline, a steel strand, an electric tractor and an anchorage device, wherein the capping beam steel anchor block is arranged on the upper part of the outer side of the capping beam, the bearing platform steel anchor block is arranged on the top of a bearing platform under the ground surface, and the capping beam steel anchor block and the bearing platform steel anchor block are connected into a whole in a combined mode through the pipeline, the steel strand, the anchorage device and the electric tractor.
Description
Technical Field
The utility model relates to a loss stopping device, especially a big cantilever single pier bridge of having under vehicle striking load concurrently and consuming energy and antitorque commentaries on classics failure function suffer the loss stopping device after the striking, belong to bridge disaster prevention technical field.
Background
In recent years, single-column pier bridges are widely applied to the construction of expressways and urban overpasses due to the advantages of beautiful structure, small occupied area and the like, and the safety situation of the single-column pier bridges is not different. At present, bridge workers in China pay more attention to the transverse anti-overturning capacity of the single-column pier bridge, and the longitudinal anti-impact capacity of the single-column pier bridge is rarely considered. Because the single-column pier torsional property is poor, in case the vertical striking accident of big cantilever single-column pier bridge takes place, not only can cause the bent cap damage, and what be more dangerous is that the pier receives the torsion, and pier shaft fracture causes very serious consequence.
SUMMERY OF THE UTILITY MODEL
Based on above-mentioned defect, the utility model provides a big cantilever single-column pier bridge suffers the end damage device after the striking, and it has power consumption and antitorque commentaries on classics inefficacy function concurrently for promote vertical anti striking and the antitorque nature of big cantilever single-column pier bridge.
In order to solve the technical problem, the utility model discloses following technical scheme has been taken:
a large cantilever single-column pier bridge damage prevention device after being impacted has energy consumption and anti-torsion failure functions and comprises a capping beam, a hollow plate beam, an energy consumption device and an anti-torsion failure device, wherein the capping beam is arranged at the top of the single-column pier; the top of the capping beam supports the hollow plate beam through a support;
the energy consumption device comprises an upper energy consumption device and an outer energy consumption device; the upper energy consumption device is arranged between the single-column pier bridge cap beam and the hollow plate beam; the external energy consumption device is arranged on the outer side of the bottom of the single-column pier bridge capping beam; the upper energy consumption device and the outer energy consumption device respectively comprise steel plates, steel bars, mild steel, lead, piston rods and steel blocks; the soft steels are arranged between the two steel plates in multiple rows, each row of soft steels is formed by staggering a plurality of circular arc soft steel pipes and linear soft steel grooves, and a vertical lead pouring channel is arranged in the middle; the upper end and the lower end of the mild steel are welded with the steel plate through steel bars, one side of the piston rod is welded at one end of the circular arc mild steel pipe, and the other end of the piston rod is provided with a steel block which can slide on the piston rod; the inner side of the steel block defines a lead filling channel;
the torsion failure resisting device comprises a capping beam steel anchor block, a bearing platform steel anchor block, a pipeline, a steel strand, an electric tractor and an anchorage device, wherein the capping beam steel anchor block is arranged at the upper part of the outer side of the capping beam;
the upper end of the steel strand inside the pipeline is connected and fixed on an electric tractor in the steel anchor block of the bent cap, and the lower end of the steel strand is fixed in the steel anchor block of the subsurface bearing platform through an anchorage device.
Further, in order to avoid occupying the space under the bridge, the pipeline extends downwards on the surface of the cover beam, and the surface of the single-column pier is wound for a plurality of circles to enter the ground; a plurality of limiters are arranged on the outer side of the pipeline to fix the pipeline, the pipeline below the ground surface is fixed on a bearing platform steel anchor block through bolts, and oil is filled in the pipeline; and a rubber baffle is arranged at the top of the outer energy consumption device which is arranged laterally.
Furthermore, a displacement sensor is arranged on the outer energy consumption device and connected with an automatic switch, and an electric tractor in a steel anchor block of the cover beam on the cover beam can be controlled and started according to the deformation of the outer energy consumption device after the vehicle is impacted, so that the steel strand is pulled to resist torsion.
Furthermore, in the energy consumption device, the section of the steel plate is 70cm multiplied by 70cm, and the thickness is 5 cm; the length of the steel bar is 1/15 of the length of the steel plate, the soft steel is integrally shaped like a spring and is 50-55 cm in height, four soft steel rows are arranged on the steel plate, the length of each soft steel row is 60cm, and the ratio of the linear soft steel groove to the circular arc soft steel pipe in the upward extending direction is 4: 5, the heights of the linear mild steel grooves and the circular arc mild steel pipes are both 5 cm; the initial position of the steel block is placed at the position, close to the center end of the mild steel, of the piston rod, when lead is poured, the steel block is poured into the mild steel through a small hole with the diameter of 2cm, formed in the top of the mild steel, and the steel block can prevent the lead from flowing to a cavity at the end part of the mild steel in the pouring process; the volume of lead poured was 1/2 of the internal volume of mild steel.
Furthermore, the carbon content of mild steel in the energy consumption device is 0.2% -0.3%, and the yield strength is 200 MPa.
Furthermore, steel plates at two ends of the upper energy consumption device are fixed with the bent cap and the hollow plate beam through a plurality of bolts, so that the upper energy consumption device is firmly fixed on the bent cap and the hollow plate beam, and the upper energy consumption device is prevented from falling off; in the outer energy consumption device, the steel plate close to the cover beam side is fixed with the cover beam through a plurality of bolts, the cross section of the rubber baffle is 75cm multiplied by 75cm, the thickness of the rubber baffle is 2-3 cm, the rubber baffle is fixed with the steel plate in the energy consumption device through a plurality of bolts, and the outer energy consumption device can be prevented from being corroded by rainwater.
Furthermore, due to poor shear resistance of the support, when the bent cap is collided by an ultrahigh vehicle with a lane arranged below the bridge, torque is generated, and the upper energy consumption device at the top of the bent cap is connected with the hollow plate beam to limit the torsion of the single-column pier body; in addition, the outer energy consumption device is formed by connecting a plurality of groups of modules in parallel, and is prevented from being installed and arranged as a whole module, so that the damaged module after collision can be repaired or replaced conveniently after collision, and the device is economical and environment-friendly.
Further, the cover beam steel anchor block and the bearing platform steel anchor block are fixed with the cover beam or the bearing platform through bolts, the pipeline is a round hole type pipeline with the diameter of 20mm, and the end part of the pipeline is fixed on the surfaces of the cover beam steel anchor block and the bearing platform steel anchor block through a chloroprene rubber adhesive; the upper end of the steel strand is connected with an electric tractor, the electric tractor is fixed in the steel anchor block of the cover beam through a bolt, and the lower end of the electric tractor is fixed in the steel anchor block of the subsurface bearing platform through an anchorage device; the pipeline passes through the stopper to be fixed at bent cap and single column mound surface, irritates oil in the pipeline and is used for reducing the frictional resistance between steel strand wires and the pipeline inner wall.
Furthermore, the pipeline is a cube with a groove with the diameter of 25mm, and is fixed on the capping beam or the single-column pier through bolts at two sides of the groove; the material of stopper is polyvinyl chloride, and PVC material mechanical properties is good, and acid and alkali-resistance, wear-resisting, nonflammable can prevent fires the rain-proof better.
Furthermore, the bolt is a high-strength bolt, and the material of the bolt is 35 CrMoA. The bearing load is large, and the device can be used for a long time.
Further, when the bent cap is subjected to the collision of an ultrahigh vehicle with a lane arranged below the bridge and the impact force of the automobile is lower than 100kN, the deformation of the energy consumption device on the bent cap is small, the generated torque is small, but the shearing resistance of the support is poor, and the energy consumption device on the top of the bent cap can limit the torsion of the single-column pier body by connecting with the hollow plate beam. When the impact force of the automobile exceeds 100kN, the generated torque is large, the deformation of the energy consumption device on the bent cap is large, the displacement sensor detects that the deformation exceeds the limit, signals are output, and the electric tractor on the steel anchor block on the bent cap pulls the steel strand inside the pipeline, so that a huge bearing platform under the ground is pulled to resist the torsion.
Compared with the prior art, the utility model discloses following technological effect has:
adopt the produced beneficial effect of above-mentioned technical scheme to lie in: after the large cantilever single-column pier bridge is subjected to the ultra-high longitudinal impact load of a vehicle, impact force and torque are generated. The energy dissipation device is arranged on the outer side of the longitudinal cover beam of the single-column pier bridge and bears impact force, soft steel in the energy dissipation device generates compression deformation, and the hollow slidable steel block moves towards the side far away from the center of the soft steel on the piston rod, so that lead can flow into cavities on the two sides of the soft steel, and the energy is consumed under the combined action. When the impact force is less than 100kN, the reading of the displacement sensor is small, the automatic switch is not controlled to be closed, and the energy dissipation device at the top of the capping beam is connected with the hollow plate beam and the capping beam, so that the torsion of the independent column pier can be well limited; when the impact force is greater than 100kN, huge torque is generated, the compression deformation of mild steel in the energy consumption device is large, the reading of the displacement sensor reaches the critical value of switching on the automatic switch, the electric tractor at the steel anchor block on the cover beam is controlled to work, the steel strand anchored on the steel anchor block on the bearing platform is tensioned, and therefore the bearing platform under the ground is enabled to resist torsion.
Drawings
Fig. 1 is a front view of a damage stopping device of a large cantilever single-column pier bridge after being impacted;
fig. 2 is a side view of the damage stopping device after a large cantilever single-column pier bridge of the utility model is impacted;
fig. 3 is a top view of the energy dissipation device below the cross section of the beam cover 1-1 of the damage stopping device after the impact on the large cantilever single-column pier bridge of fig. 1 according to the present invention;
fig. 4 is a top view of the anchor block and the pipeline below the beam cover of the damage stopping device after the large cantilever single-column pier bridge of the utility model is impacted;
fig. 5 is a front view of the upper energy dissipating device of the present invention;
fig. 6 is a side view of the upper energy dissipating device of the present invention;
fig. 7 is a top view of the upper energy dissipating device of the present invention;
fig. 8 is a schematic view of a stopper of the present invention;
fig. 9 is a local big picture of the damage stopping device after the big cantilever single-column pier bridge of the utility model is impacted.
In the figure: 1-hollow plate girder; 2-a capping beam; 3-single column pier; 4-a bearing platform; 5-1 anchor block; 5-2-anchor block; 5-3-anchor block; 5-4-anchor block; 6-1-anchor block; 6-2-anchor block; 6-3-anchor block; 6-4-anchor block; 7-support; 8-1-upper energy consumption device; 8-2-an external energy consuming device; 9-a rubber baffle; 10-pile foundation; 11-a pipeline; 12-1 steel strand; 12-2 steel strands; 12-3 steel strands; 12-4 steel strands; 13-a stopper; 14-a displacement sensor; 15-electric traction machine; 16-bolt; 17 steel plates; 18-a steel bar; 19-a piston rod; 20-a steel block; 21-lead; 22-small hole; 23-mild steel; 24-an anchor; 25-automatic switch; 26-an electrical wire; 27-electric distribution box.
Detailed Description
The following describes the present invention in further detail with reference to the accompanying fig. 1-9.
As shown in fig. 1-9, the utility model discloses a big cantilever single-column pier bridge suffers the only to decrease the device that decreases after the striking, it has power consumption and antitorque commentaries on classics inefficacy function concurrently, including bent cap 2, hollow slab beam 1, power consumption device and the antitorque commentaries on classics inefficacy device at single-column pier 3 top. The hollow plate girder 1 is supported on the top of the bent cap 2 through a support 7.
As shown in fig. 1-3 and 9, the energy consuming devices include an upper energy consuming device 8-1 and an outer energy consuming device 8-2. The upper energy consumption device 8-1 is arranged between the single-column pier bridge capping beam 2 and the hollow plate beam 1. The outer energy dissipation device 8-2 is arranged on the outer side of the bottom of the single-column pier bridge capping beam 2. As shown in fig. 5-7, the upper energy consuming device 8-1 and the outer energy consuming device 8-2 each include a steel plate 17, a steel bar 18, mild steel 23, lead 21, a piston rod 19, and a steel block 20. The soft steels 23 are arranged between the two steel plates 17 in multiple rows, each row of soft steels 23 is formed by a plurality of arc-shaped soft steel pipes and linear soft steel grooves in a staggered mode, and a vertical lead pouring channel is arranged in the middle. The upper end and the lower end of the mild steel 23 are welded with the steel plate 17 through the steel bar 18, one side of the piston rod 19 is welded at one end of the circular arc mild steel pipe, the other end of the piston rod is provided with a steel block 20, and the steel block 20 can slide on the piston rod 19. The inside of the block 20 defines a lead fill passage. The displacement sensor 14 is arranged on the outer energy consumption device 8-2, the displacement sensor 14 is connected with an automatic switch 25, and the electric traction machine 15 in the steel anchor blocks 5-1, 5-2, 5-3 and 5-4 of the cover beam on the cover beam can be controlled and started according to the deformation of the outer energy consumption device 8-2 after the vehicle is impacted, so that the steel strands 12-1, 12-2, 12-3 and 12-4 are pulled to be anti-torsion.
The torsion failure resistant device comprises cover beam steel anchor blocks 5-1, 5-2, 5-3 and 5-4, bearing platform steel anchor blocks 6-1, 6-2, 6-3 and 6-4, a pipeline 11, steel strands 12-1, 12-2, 12-3 and 12-4, an electric tractor 15 and an anchorage device 24, wherein the cover beam steel anchor blocks 5-1, 5-2, 5-3 and 5-4 are arranged on the upper part of the outer side of the cover beam 2, the bearing platform steel anchor blocks 6-1, 6-2, 6-3 and 6-4 are arranged on the top of the bearing platform 4 under the ground surface, the cover beam steel anchor blocks 5-1, 5-2, 5-3 and 5-4 and the bearing platform steel anchor blocks 6-1, 6-2, 6-3 and 6-4 are connected through the pipeline 11, the steel strands 12-1, the steel strands, 12-2, 12-3, 12-4, an anchorage device 24 and an electric traction machine 15 are combined and connected into a whole. The upper ends of the steel strands 12-1, 12-2, 12-3 and 12-4 in the pipeline 11 are connected and fixed on an electric tractor 15 in the cover beam steel anchor blocks 5-1, 5-2, 5-3 and 5-4, and the lower ends of the steel strands 12-1, 12-2, 12-3 and 12-4 are fixed in the underground bearing platform steel anchor blocks 6-1, 6-2, 6-3 and 6-4 through an anchorage device 24. To avoid taking up space under the bridge, the pipe 11 extends downwards on the surface of the cap beam 2, winding several turns on the surface of the single pier 3 into the ground. A plurality of limiters 13 are arranged on the outer side of the pipeline 11 to fix the pipeline 11, the pipeline 11 below the ground surface is fixed on the bearing platform steel anchor blocks 6-1, 6-2, 6-3 and 6-4 through bolts 16, and oil is filled in the pipeline 11. The top of the laterally placed outer energy consuming device 8-2 is also arranged with a rubber baffle 9.
In this example, in the energy consumption device, the section of the steel plate 17 is 70cm × 70cm, and the thickness is 5 cm. The length of the steel bar 18 is 1/15 of the length of the steel plate 17, the soft steel 23 is integrally shaped like a spring, the height is 50-55 cm, four rows are arranged on the steel plate 17, the length of each row of soft steel 23 is 60cm, and the ratio of a linear soft steel groove to an arc soft steel pipe in the upward extending direction is 4: and 5, the heights of the linear mild steel grooves and the circular arc mild steel pipes are both 5 cm. The initial position of the steel block 20 is placed at the position, close to the center end of the mild steel 23, of the piston rod 19, when lead 21 is poured, the soft steel 23 is poured through a small hole 22 with the diameter of 2cm, formed in the top of the mild steel 23, and the steel block 20 can prevent the lead 21 from flowing to a cavity at the end of the mild steel 23 in the pouring process. The volume of lead 21 poured is 1/2 of the volume in the mild steel 23. The carbon content of the mild steel 23 in the energy consumption device is 0.2-0.3%, and the yield strength is 200 MPa. The steel plates 17 at two ends of the upper energy consumption device 8-1 are fixed with the bent cap 2 and the hollow plate beam 1 through a plurality of bolts 16, so that the upper energy consumption device 8-1 is firmly fixed on the bent cap 2 and the hollow plate beam 1, and the upper energy consumption device 8-1 is prevented from falling off. In the outer energy consumption device 8-2, a steel plate 17 close to the side of the bent cap 2 is fixed with the bent cap 2 through a plurality of bolts 16, the cross section of the rubber baffle 9 is 75cm multiplied by 75cm, the thickness of the rubber baffle 9 is 2-3 cm, the rubber baffle 9 is fixed with the steel plate 17 in the energy consumption device through the plurality of bolts 16, and the outer energy consumption device 8-2 can be prevented from being corroded by rainwater.
Further, due to the poor shearing resistance of the support 7, when the bent cap 2 is collided by an ultrahigh vehicle of a lane arranged below the bridge, torque is generated, and the upper energy consumption device 8-1 at the top of the bent cap limits the torsion of the single-column pier body 3 through the connection with the hollow plate girder 1. In addition, the outer energy consumption device 8-2 is formed by connecting a plurality of groups of modules in parallel, so that the modules are prevented from being installed and arranged as a whole module, the modules damaged after collision can be repaired or replaced conveniently after collision, and the device is economical and environment-friendly.
The capping beam steel anchor blocks 5-1, 5-2, 5-3 and 5-4 and the bearing platform steel anchor blocks 6-1, 6-2, 6-3 and 6-4 are fixed with the capping beam 2 or the bearing platform 4 by bolts 16, the pipeline 11 is a round hole type pipeline with the diameter of 20mm, and the end part of the pipeline is fixed on the surfaces of the capping beam steel anchor blocks 5-1, 5-2, 5-3 and 5-4 and the bearing platform steel anchor blocks 6-1, 6-2, 6-3 and 6-4 by neoprene adhesive. The upper ends of the steel strands 12-1, 12-2, 12-3 and 12-4 are connected with an electric tractor 15, the electric tractor 15 is fixed in the cover beam steel anchor blocks 5-1, 5-2, 5-3 and 5-4 through bolts 16, and the lower ends of the electric tractor are fixed in the underground bearing platform steel anchor blocks 6-1, 6-2, 6-3 and 6-4 through an anchorage device 24. The pipeline 11 is fixed on the outer surfaces of the cover beam 2 and the single-column pier 3 through the limiting device 13, and oil is filled in the pipeline 11 to reduce the friction resistance between the steel strands 12-1, 12-2, 12-3 and 12-4 and the inner wall of the pipeline 11. The bolt 16 is a high strength bolt made of 35 CrMoA. The bearing load is large, and the device can be used for a long time.
As shown in fig. 8, the stopper 13 outside the pipeline 11 is a cube with a groove with a diameter of 25mm, and is fixed on the capping beam 2 or the single pier 3 through bolts 16 at two sides of the groove. The material of the stopper 13 is polyvinyl chloride PVC, and the PVC material has excellent mechanical properties, acid and alkali resistance, wear resistance and non-flammability, and can better prevent fire and rain.
When the ultrahigh vehicle of the lane arranged below the bridge collides with the cover beam, the calculation formula of the generated impact force and the torque is as follows:
P k -vehicle impact force kN.
m is the automobile mass t, including dead weight and load.
v is the running speed m/s of the automobile.
t-impact duration s.
T＝P k ×l
T — impact generating torque kN m.
l is the distance m between the automobile impact point and the single-column pier center.
When the bent cap is collided by an ultrahigh vehicle with a lane arranged below the bridge and the impact force of the vehicle is lower than 100kN, the deformation of the energy consumption device on the bent cap is small, and the generated torque is also small, but because the shearing resistance of the support is poor, the energy consumption device on the top of the bent cap can limit the torsion of the single-column pier body by connecting with the hollow plate beam. When the impact force of the automobile exceeds 100kN, the generated torque is large, the deformation of the energy consumption device on the bent cap is large, the displacement sensor detects that the deformation exceeds the limit, signals are output, and the electric tractor on the steel anchor block of the bent cap pulls the steel strand inside the pipeline, so that a huge bearing platform under the ground is pulled to resist the torsion.
The specific control process is as follows: when the single-column pier bridge is longitudinally impacted by an ultrahigh vehicle on a certain set driveway, as shown in fig. 3 and 4, the external energy consumption device 8-2 bears load, the mild steel 23 generates compression deformation, the lead 21 poured into the mild steel 23 is extruded to move towards the direction far away from the two ends of the mild steel 23, the hollow slidable steel block 20 is pushed to slide towards the two sides on the piston rod 19, and the lead 21 can flow towards the cavity inside the mild steel 23 to consume energy. When the impact load is less than 100kN, the reading of the displacement sensor 14 is small, the critical value of the automatic switch 25 is not started, the automatic switch 25 is not closed, the torque generated by impact is small, and the two ends of the energy consumption device 8-1 are connected and fixed with the hollow plate beam 1 and the cover beam 2, so that the torsion of the single-column pier 3 is limited. When the impact load is larger than 100kN, the reading of the displacement sensor 14 reaches the critical value of the starting automatic switch 25, the automatic switch 25 is closed, the electric tractor 15 on the beam cover steel anchor block 5-4 starts to work, the steel strand 12-4 is pulled, the steel strand 12-4 is fixed on the anchor block 6-1 on the underground bearing platform through the anchor device 24, and the steel anchor block 5-4 bears the tension F from the steel strand 12-4 in the working process 1 The steel anchor block 6-1 bears the tension F from the steel strand 12-4 2 At this time, two pulling forces F 1 、F 2 The acting points are not on the same straight line and generate clockwise torque M 2 The torque is the same as that of the hollow plate girder 1Counter-clockwise torque M generated by impact of external force 1 。
The above-mentioned embodiments are only given for the purpose of more clearly illustrating the technical solutions of the present invention, and are not intended to limit the present invention, and the modifications of the technical solutions of the present invention by those skilled in the art based on the common general knowledge in the field are also within the scope of the present invention.
Claims (9)
1. A large cantilever single-column pier bridge damage prevention device after being impacted has energy consumption and torsion failure prevention functions and comprises a cover beam (2) at the top of a single-column pier (3), a hollow plate beam (1), an energy consumption device and a torsion failure prevention device; the top of the bent cap (2) supports the hollow slab beam (1) through a support (7); the method is characterized in that:
the energy consumption device comprises an upper energy consumption device (8-1) and an outer energy consumption device (8-2); the upper energy consumption device (8-1) is arranged between the single-column pier bridge capping beam (2) and the hollow plate beam (1); the external energy consumption device (8-2) is arranged on the outer side of the bottom of the single-column pier bridge capping beam (2); the upper energy consumption device (8-1) and the outer energy consumption device (8-2) respectively comprise a steel plate (17), a steel bar (18), mild steel (23), lead (21), a piston rod (19) and a steel block (20); the soft steels (23) are arranged in a plurality of rows and between the two steel plates (17), and each row of soft steels (23) is formed by staggering a plurality of arc-shaped soft steel pipes and linear soft steel grooves; the upper end and the lower end of the mild steel (23) are welded with the steel plate (17) through steel bars (18), one side of the piston rod (19) is welded at one end of the circular arc mild steel pipe, the other end of the piston rod is provided with a steel block (20), and the steel block (20) can slide on the piston rod (19);
the torsion failure resisting device comprises a cover beam steel anchor block, a bearing platform steel anchor block, a pipeline (11), a steel strand, an electric traction machine (15) and an anchorage device (24), wherein the cover beam steel anchor block is arranged on the upper part of the outer side of the cover beam (2), the bearing platform steel anchor block is arranged on the top of the underground bearing platform (4), and the cover beam steel anchor block and the bearing platform steel anchor block are combined and connected into a whole through the pipeline (11), the steel strand, the anchorage device (24) and the electric traction machine (15); the upper end of a steel strand inside the pipeline (11) is connected and fixed on an electric tractor (15) in the steel anchor block of the bent cap, and the lower end of the steel strand is fixed in the steel anchor block of the subsurface bearing platform through an anchorage device (24).
2. The device of claim 1, wherein the large cantilever single-pier bridge is damaged after being impacted: in order to avoid occupying space under the bridge, the pipeline (11) extends downwards on the surface of the cover beam (2) and is wound on the surface of the single-column pier (3) for a plurality of circles to enter the ground; a plurality of limiters (13) are arranged on the outer side of the pipeline (11) to fix the pipeline (11), the pipeline (11) below the ground surface is fixed on a bearing platform steel anchor block through bolts (16), and oil is filled in the pipeline (11); the top of the outer energy dissipation device (8-2) which is arranged laterally is also provided with a rubber baffle (9).
3. The device of claim 2, wherein the large cantilever single-pier bridge is damaged after being impacted: and a displacement sensor (14) is arranged on the external energy consumption device (8-2), and the displacement sensor (14) is connected with an automatic switch (25).
4. The device of claim 3, wherein the large cantilever single-pier bridge is damaged after being impacted: in the energy consumption device, the section of a steel plate (17) is 70cm multiplied by 70cm, and the thickness is 5 cm; the length of the steel bar (18) is 1/15 of the length of the steel plate (17), the soft steel (23) is integrally shaped like a spring, the height is 50-55 cm, four soft steel bars are arranged on the steel plate (17), the length of each soft steel (23) is 60cm, the ratio of a linear soft steel groove to an arc soft steel pipe in the upward extending direction is 4: 5, the heights of the linear mild steel grooves and the circular arc mild steel pipes are both 5 cm; the initial position of the steel block (20) is placed at the end of the piston rod (19) near the center of the mild steel (23), and the volume of the poured lead (21) is 1/2 of the volume in the mild steel (23).
5. The device of claim 4, wherein the large cantilever single-pier bridge is damaged after being impacted: steel plates (17) at two ends of the upper energy consumption device (8-1) are fixed with the cover beam (2) and the hollow plate beam (1) through a plurality of bolts (16); in the outer energy consumption device (8-2), a steel plate (17) close to the side of the cover beam (2) is fixed with the cover beam (2) through a plurality of bolts (16), and a rubber baffle (9) is fixed with the steel plate (17) in the energy consumption device through a plurality of bolts (16).
6. The device of claim 5, wherein the large cantilever single-pier bridge is damaged after being impacted: the cross section of the rubber baffle (9) is 75cm multiplied by 75cm, and the thickness is 2-3 cm.
7. The device of claim 6, wherein the large cantilever single-pier bridge is damaged after being impacted: the external energy consumption device (8-2) is formed by connecting a plurality of groups of modules in parallel.
8. The device of claim 7, wherein the large cantilever single-pier bridge is damaged after being impacted: the capping beam steel anchor block and the bearing platform steel anchor block are fixed with the capping beam (2) or the bearing platform (4) by bolts (16), the pipeline (11) is a round hole type pipeline with the diameter of 20mm, and the end part of the pipeline is fixed on the surfaces of the capping beam steel anchor block and the bearing platform steel anchor block by a chloroprene rubber adhesive; the upper end of the steel strand is connected with an electric tractor (15), the electric tractor (15) is fixed in the steel anchor block of the cover beam through a bolt (16), and the lower end of the electric tractor is fixed in the steel anchor block of the subsurface bearing platform through an anchor (24); the pipeline (11) is fixed on the outer surfaces of the cover beam (2) and the single-column pier (3) through a limiter (13).
9. The device of claim 8, wherein the large cantilever single-pier bridge is damaged after being impacted: and the limiter (13) outside the pipeline (11) is a cube with a groove with the diameter of 25mm, and is fixed on the bent cap (2) or the single-column pier (3) through bolts (16) at two sides of the groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
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| CN114657860A (en) * | 2022-04-17 | 2022-06-24 | 石家庄铁道大学 | Damage stopping device for large-cantilever single-column pier bridge after impact |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN114657860A (en) * | 2022-04-17 | 2022-06-24 | 石家庄铁道大学 | Damage stopping device for large-cantilever single-column pier bridge after impact |
| CN114657860B (en) * | 2022-04-17 | 2024-02-02 | 石家庄铁道大学 | Damage stopping device for large-cantilever single-column pier bridge after being impacted |
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