CN114016437A - Modularized rapid overpass bridge and erection method thereof - Google Patents
Modularized rapid overpass bridge and erection method thereof Download PDFInfo
- Publication number
- CN114016437A CN114016437A CN202111299731.7A CN202111299731A CN114016437A CN 114016437 A CN114016437 A CN 114016437A CN 202111299731 A CN202111299731 A CN 202111299731A CN 114016437 A CN114016437 A CN 114016437A
- Authority
- CN
- China
- Prior art keywords
- bridge
- guide beam
- assembly
- guide
- overpass
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 17
- 230000000712 assembly Effects 0.000 claims description 6
- 238000000429 assembly Methods 0.000 claims description 6
- 238000005096 rolling process Methods 0.000 claims description 6
- 238000013461 design Methods 0.000 claims description 5
- 210000001503 joint Anatomy 0.000 claims description 5
- 230000008878 coupling Effects 0.000 claims description 2
- 238000010168 coupling process Methods 0.000 claims description 2
- 238000005859 coupling reaction Methods 0.000 claims description 2
- 238000009434 installation Methods 0.000 claims description 2
- 210000003141 lower extremity Anatomy 0.000 claims description 2
- 238000012546 transfer Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 2
- 241000239290 Araneae Species 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
- E01D21/06—Methods or apparatus specially adapted for erecting or assembling bridges by translational movement of the bridge or bridge sections
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D15/00—Movable or portable bridges; Floating bridges
- E01D15/12—Portable or sectional bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a modularized fast overpass bridge and an erection method thereof, wherein the overpass bridge comprises: more than one bridge span module; when more than two bridge span modules exist, the adjacent bridge span modules are connected in series; the bridge span module comprises: the bridge section assembly, the guide beam assembly, the bridge falling device and the walking roller; the bridge section assembly is of an integrated lower-support type truss structure, and the guide beam assembly is embedded and installed along the longitudinal direction of the bridge section assembly and is positioned in the transverse middle of the bridge section assembly; the four bridge falling devices are respectively arranged on the two transverse sides of the two longitudinal ends of the bridge section assembly and are used for switching between erection and withdrawal states; more than two pairs of walking rollers are uniformly arranged at the bottom of the bridge section assembly along the longitudinal direction and are used for moving and supporting the bridge span module during erection; the erection method can be quickly built and retracted, and can adapt to emergency cross-line transportation of different track spans.
Description
Technical Field
The invention relates to the technical field of overpasses, in particular to a modular rapid overpass and an erection method thereof.
Background
At present, most high-speed railway stations manually build intermediate supports on the station tracks so as to build temporary overline channels. The method has the possibility of damaging or destroying the rail and needs more constructors and time.
When the rush-repair system is quickly established in a closed running period of a high-speed rail platform, the cross-line transfer channel can be quickly built and retracted and can adapt to stations with different intervals, and the condition that maintenance equipment such as a spider type overhead working truck and the like in the high-speed rail station smoothly cross rails between stations is ensured.
Disclosure of Invention
In view of the above, the invention provides a modular rapid overpass bridge and an erection method thereof, which can be rapidly built and retracted and can adapt to emergency overpass transfer of different track spans.
The technical scheme of the invention is as follows: a modular fast flying jumper bridge comprising: more than one bridge span module; when more than two bridge span modules exist, the adjacent bridge span modules are connected in series; the bridge span module comprises: the bridge section assembly, the guide beam assembly, the bridge falling device and the walking roller; the bridge section assembly is of an integrated lower-support type truss structure, and the guide beam assembly is embedded and installed along the longitudinal direction of the bridge section assembly and is positioned in the transverse middle of the bridge section assembly; the four bridge falling devices are respectively arranged on the two transverse sides of the two longitudinal ends of the bridge section assembly and are used for switching between erection and withdrawal states; more than two pairs of walking rollers are uniformly arranged at the bottom of the bridge section assembly along the longitudinal direction and are used for moving and supporting the bridge span module during erection.
Preferably, the bridge section assembly comprises: main purlin structure, bridge floor system, curb, crossbeam assembly and the device backup pad of falling a bridge, two main purlin structures that are parallel to each other are through two above crossbeam assembly body coupling for U type frame, as the frame of bridge joint assembly, and the bridge floor system tiles on two above crossbeam assemblies, and the horizontal both sides of bridge floor system are equipped with a curb respectively, and the vertical both ends of the lower limb at two main purlin structure looks backs all are equipped with the device backup pad of falling a bridge for the installation device of falling a bridge.
Preferably, the two longitudinal ends of the main truss structure are respectively provided with a main truss pin for connecting the two adjacent main truss structures when the two adjacent bridge span modules are butted.
Preferably, the beam assembly includes: the roller mounting seat is arranged in a web plate cavity of the beam body; the beam body is used for supporting a bridge deck system and connecting main truss structures on two sides; the guide beam assembly penetrates through the cavity of the web plate of the cross beam body and forms a rolling moving pair with the slide roller to realize extension or retraction of the guide beam assembly.
Preferably, the guide beam assembly includes: the guide beam comprises a guide beam bolt, a guide pin, a single lug joint, a double lug joint, a guide groove, a guide beam body and a slide way;
the transverse two sides of the guide beam body are respectively provided with a slideway, and the slideway is matched with a slideway roller on the beam assembly to realize the extension or retraction of the guide beam assembly at the lower part of the bridge section assembly;
the guide pins, the single lug connectors, the double lug connectors and the guide grooves are arranged at the two longitudinal ends of the guide beam body, the guide pins at the two longitudinal ends of the guide beam body are mutually positioned at diagonal positions, the guide grooves at the two longitudinal ends of the guide beam body are mutually positioned at diagonal positions, when adjacent bridge span modules are in butt joint, the guide pins and the guide grooves are matched to complete the guide of butt joint of the guide beam assembly, the single lug connectors and the double lug connectors are in staggered matching, and the guide beam bolts are inserted into coaxial pin holes in the single lug connectors and the double lug connectors to realize connection of the adjacent bridge span modules.
Preferably, the guide beam assembly further comprises: a spring bolt; it cooperates with the fluted hole axle that sets up on the nose girder bolt surface, can realize the radial spacing to the nose girder bolt, or makes the spring bolt withdraw from the recess, can extract the nose girder bolt.
Preferably, the bridge landing device comprises: a connecting seat, a supporting leg and a roller; the connecting seat passes through the bolt fastening on falling bridge device backup pad, and the gyro wheel passes through the landing leg to be connected on the connecting seat for when the overpass bridge erects and withdraws removal and support of bridge span module.
Preferably, the method further comprises the following steps: and the springboard assembly is arranged at the inlet and outlet ends of the overline bridge.
Preferably, the overpass bridge is erected by auxiliary equipment.
A method for erecting a modular rapid overpass bridge comprises the following steps:
the method comprises the following steps: the operation personnel completes the assembly of the overpass bridge on the platform of the bank according to the direction parallel to the rail and the section-by-section assembly mode;
step two: after the line is closed, pushing the spliced overpass bridge to an appointed position, and fixing a guide beam carrier roller at the axial position of the overpass bridge erection at the opposite-shore station;
step three: pushing out the bridge body of the overpass bridge obliquely relative to the rail direction, and continuously adjusting the inclination until the axis of the bridge is vertical to the platform; wherein, when pushing out, only one bridge span module is allowed to hang out of the platform;
step four: continuously pushing the bridge forwards along the direction vertical to the platform until the rollers of the bridge falling device at the front end of the second bridge span module in front fall on the edge of the platform, adjusting the rollers of all the bridge falling devices on the platform to be in a braking state, and lifting the bridge falling device at the foremost end of the first bridge span module;
step five: the restraint of the guide beam assembly on the bridge section assembly is removed, the guide beam assembly is pushed to the edge of the opposite-shore platform, the guide beam assembly falls on a guide beam carrier roller according to the design requirement in a manual assistance mode, and a rolling moving pair is formed by the guide beam assembly and the guide beam carrier roller;
step six: locking the guide beam assembly, checking and releasing the brakes of all the walking rollers, pushing the fixedly connected overpass bridge and the guide beam assembly until the tail ends of the fixedly connected overpass bridge and the guide beam assembly reach the edge of the shore station;
step seven: continuously pushing the overpass bridge and the guide beam assembly forwards to the front of a guide beam carrier roller, so that the originally lifted bridge falling device at the front end of the bridge falls onto the opposite-shore platform;
step eight: locking the rollers of the bridge falling devices on all the stations, removing the guide beam carrier roller, releasing the locking state of the guide beam assembly, and withdrawing the guide beam assembly and fixing the guide beam assembly on the bridge section assembly; then releasing the roller wheel brakes of the bridge falling devices on all the platforms, and continuously pushing the overpass bridge forwards to the designed bridge position;
step nine: and putting down the springboard assembly, clamping and positioning, and commanding the vehicle to pass after checking that the springboard assembly meets the preset requirements.
Has the advantages that:
1. the overpass bridge is mainly used between high-speed rail stations, can be quickly built and retracted, can adapt to emergency overpass transfer of different track spans, solves the problem that maintenance equipment of the high-speed rail stations spans the stations, and is specifically represented as follows: 1) the bridge section assembly is integrally welded by adopting an integrated factory tire mold, so that a large amount of assembling time is saved, and the assembling precision is improved; 2) the bridge span module is provided with a guide beam assembly, a walking roller and a hand-operated bridge span lifting bridge falling device, and has a self-erecting function; 3) the space of the bridge section assembly is utilized to store and arrange the erected guide beam assembly in the cavity of the bridge section assembly, so that the requirement on assembly site is greatly reduced, the links of installing and dismantling the guide beam assembly are omitted, the operation time is saved, and the use is convenient and efficient; 4) the modular design can ensure the interchangeability of the structure.
2. When the bridge section assembly is specifically designed, two ends of the main truss structure are interchangeable, so that the connectability of any two ends of the bridge span module is convenient to realize, the universality and the modularization degree of the bridge span module are increased, the bridge section assembly is convenient to quickly build and remove, and the bridge section assembly can adapt to cross-line transfer channels among stations with different intervals.
3. According to the specific design of the cross beam assembly, the sliding ways on the guide beam assembly and the sliding way rollers on the cross beam assembly form a rolling moving pair, so that the guide beam assembly can extend out of and retract from the two longitudinal ends of the bridge section assembly, and the two-way erection and retraction functions of the bridge span module can be realized.
4. When the guide beam assembly is designed, the joint structures at the two ends of the guide beam body have interchangeability, and the joint structures (single lug or double lugs) adopt diagonal structures, so that the joint structures at the two ends of the guide beam assembly have interchangeability, the universality is ensured, and the connectability of any two ends between the main truss structures is realized.
5. The spring bolt is arranged and matched with a groove hole shaft designed on the outer surface of the guide beam bolt, and when the guide beam bolt penetrates through the pin holes of the coaxial single-lug connector and double-lug connector and the end part of the guide beam bolt is contacted with the spring bolt, the chamfer angle at the end part of the guide beam bolt is utilized to extrude the spring bolt, so that the guide beam bolt can be ensured to continuously move downwards along the pin holes of the single-lug connector and the double-lug connector; when the guide beam bolt axially moves to the right position, the groove on the guide beam bolt is aligned to the spring bolt by rotating the guide beam bolt, and the spring bolt is reset and inserted into the groove on the guide beam bolt, so that the radial limit of the guide beam bolt can be realized, and the adjacent guide beam assembly is fixed by the guide beam bolt; when the guide beam bolt is disassembled, the guide beam bolt is rotated by a certain angle, and the spring bolt is withdrawn from the groove, so that the guide beam bolt can be pulled out.
6. The erecting method of the invention has high speed and can adapt to cross-line transfer among stations with different intervals.
Drawings
FIG. 1 is a schematic structural diagram of a flying bridge according to the present invention.
FIG. 2 is a schematic structural diagram of a bridge module according to the present invention.
FIG. 3 is a schematic structural view of a bridge section assembly according to the present invention.
FIG. 4 is a schematic structural view of a cross-beam assembly according to the present invention.
Fig. 5 is a schematic structural view of the guide beam assembly of the present invention.
Fig. 6 is a schematic view of the guide beam pin of the present invention for quick attachment.
Fig. 7 is a schematic structural diagram of the bridge dropping device of the present invention.
Fig. 8 is a schematic structural view of the auxiliary device.
Fig. 9-16 are schematic views of the process of erecting the overpass bridge of the present invention.
Wherein, 1-springboard assembly, 2-bridge span module, 3-auxiliary equipment, 4-main truss pin, 5-bridge joint assembly, 6-guide beam assembly, 7-bridge falling device, 8-walking roller, 9-main truss structure, 10-bridge deck system, 11-curb, 12-beam assembly, 13-bridge falling device support plate, 14-beam body, 15-roller mounting seat, 16-slideway roller, 17-guide beam bolt, 18-guide pin, 19-single lug joint, 20-double lug joint, 21-spring bolt, 22-guide groove, 23-guide beam body, 24-slideway, 25-lifting handle, 26-connecting seat, 27-supporting leg, 28-roller, 29-guide beam pusher, 30-guide beam carrier roller.
Detailed Description
The invention is described in detail below by way of example with reference to the accompanying drawings.
The embodiment provides a modularized rapid overpass bridge and an erection method thereof, which can be quickly built and retracted and can adapt to emergency overpass transfer of different track spans.
As shown in fig. 1, the flying bridge includes: more than one bridge span module 2 (preferably two or three), wherein the longitudinal two ends of the bridge span are respectively provided with a springboard assembly 1; when more than two bridge span modules 2 exist, the adjacent bridge span modules 2 are connected in series; meanwhile, the overline bridge can be erected in an auxiliary way through the auxiliary equipment 3;
as shown in fig. 2, the bridge module 2 includes: the device comprises a bridge section assembly 5, a guide beam assembly 6, a bridge falling device 7 and a walking roller 8; the bridge section assembly 5 is of an integrated lower-support type truss structure, and the guide beam assembly 6 is arranged on a cross beam assembly 12 of the bridge section assembly 5 along the longitudinal direction of the bridge section assembly and is positioned in the transverse middle of the bridge section assembly 5; the four bridge falling devices 7 are respectively arranged on the two transverse sides of the two longitudinal ends of the bridge section assembly 5 and are used for switching between erection and withdrawal states; more than two pairs of walking rollers 8 are uniformly arranged at the bottom of the bridge section assembly 5 along the longitudinal direction and are used for moving and supporting the bridge span module 2 during erection; as shown in fig. 3, the bridge section assembly 5 includes: the bridge structure comprises main truss structures 9, a bridge deck system 10, curbs 11, beam assemblies 12 and bridge falling device supporting plates 13, wherein the two mutually parallel main truss structures 9 are integrally connected into a U-shaped frame through more than two beam assemblies 12 and serve as a frame of the bridge section assembly 5, the bridge deck system 10 is tiled on more than two beam assemblies 12, the two transverse sides of the bridge deck system 10 are respectively provided with one curbs 11, and the lower edge longitudinal two ends of the back surfaces of the two main truss structures 9 are respectively provided with the bridge falling device supporting plates 13 for installing bridge falling devices 7; when two adjacent bridge span modules 2 are in butt joint, the connection is realized through main truss pins arranged at the two longitudinal ends of the main truss structure 9;
as shown in fig. 4, the beam assembly 12 includes: the cross beam comprises a cross beam body 14, a roller mounting seat 15 arranged at a hole in the longitudinal middle of the cross beam body 14 and a slideway roller 16 arranged on the roller mounting seat 15; the beam body 14 is used for supporting the bridge deck system 10 and connecting the main truss structures 9 on two sides; the guide beam assembly 6 can penetrate through a hole in the middle of the cross beam body 14 and form a moving pair with the slide roller 16, so that the guide beam assembly 6 can extend or retract conveniently;
as shown in fig. 5 and 6, the guide beam assembly 6 includes: the guide beam comprises a guide beam bolt 17, a guide pin 18, a single lug joint 19, a double lug joint 20, a guide groove 22, a guide beam body 23 and a slide way 24;
the two transverse sides of the guide beam body 23 are respectively provided with a slideway 24 which is matched with a slideway roller 16 on the beam assembly 12 to realize the extension or retraction of the guide beam assembly 6 at the lower part of the bridge section assembly 5;
the guide beam comprises a guide beam body 23, guide pins 18, single lug connectors 19, double lug connectors 20 and guide grooves 22 are mounted at the two longitudinal ends of the guide beam body 23, the guide pins 18 at the two longitudinal ends of the guide beam body 23 are mutually positioned at diagonal positions, the guide grooves 22 at the two longitudinal ends of the guide beam body 23 are mutually positioned at diagonal positions, when adjacent bridge span modules 2 are butted, the guide pins 18 and the guide grooves 22 are matched to finish the automatic aligning function of the butt joint of the guide beam assembly 6, the single lug connectors 19 and the double lug connectors 20 are matched in a staggered mode, and the guide beam bolts 17 are inserted into coaxial pin holes in the single lug connectors 19 and the double lug connectors 20 to realize the connection of the adjacent bridge span modules 2;
as shown in fig. 7, the bridge falling device 7 includes: a connecting base 26, legs 27 and rollers 28; the connecting base 26 is fixed on the bridge-falling device supporting plate 13 of the main truss structure 9 by bolts, and the rollers 28 are connected on the connecting base 26 by the supporting legs 27, and the rollers 28 are used for moving and supporting the bridge span module 2 when the bridge is erected and retracted.
As shown in fig. 8, the auxiliary equipment 3 includes: a guide beam pusher 29 for manual operation to push the guide beam assembly 6 during erection and guide beam idlers 30 placed against the shore for supporting the guide beam assembly 6 during erection.
In this embodiment, the guide beam assembly 6 further includes: a spring latch 21; the outer surface of the guide beam bolt 17 is provided with a groove, and when the guide beam bolt 17 passes through the pin holes of the coaxial single lug joint 19 and the double lug joint 20 and the end part of the guide beam bolt 17 is contacted with the spring bolt 21, the spring bolt 21 is extruded by utilizing the chamfer angle at the end part of the guide beam bolt 17; when the guide beam bolt 17 axially moves to the right position, the guide beam bolt 17 is rotated to align the groove on the guide beam bolt with the spring bolt 21, and the spring bolt 21 is reset and inserted into the groove on the guide beam bolt 17 to realize radial limit of the guide beam bolt 17, so that the adjacent guide beam assembly 6 is fixed through the guide beam bolt 17; when the guide beam bolt 17 is removed, the guide beam bolt 17 can be pulled out by rotating the guide beam bolt 17 by a certain angle to enable the spring bolt 21 to withdraw from the groove.
In this embodiment, the end of the guide beam bolt 17 is circumferentially provided with four mounting holes, which facilitates positioning, transportation and storage.
In this embodiment, the beam body 14 is further provided with pin holes for matching with the pin shafts to fix the guide beam assembly 6 during transportation, and fixing the guide beam assembly 6 and the bridge section assembly 5 in the pin holes through the pin shafts in different erection working states.
In this embodiment, the bridge falling device 7 further includes: and the lifting handle 25 is arranged on the side surface of the connecting seat 26 and is used for manually driving the bridge section assembly 5 to lift.
In this embodiment, a method for erecting a modular fast overpass bridge is further provided, which includes the following steps:
the method comprises the following steps: as shown in fig. 9, the assembly of the overpass bridge is completed by the operator on the platform of the shore in a way of assembling the overpass bridge section by section in a direction parallel to the rail direction (the number of the bridge span modules 2 in the overpass bridge depends on the distance between the shore and the opposite-shore platform, in the figure, three bridge span modules 2 are taken as an example);
step two: as shown in fig. 10, after the line is closed, the spliced overpass bridge is pushed to a designated position, and the guide beam carrier roller 30 is fixed at a proper position on the axis of the overpass bridge erection at the opposite shore station;
step three: obliquely pushing out a bridge body of the overpass bridge relative to the rail direction, and continuously adjusting the inclination according to the pushing-out condition until the axis of the bridge is vertical to the platform; wherein, when pushing out, only one bridge span module 2 is allowed to hang out of the platform at the front and the back;
step four: as shown in fig. 11, the bridge is continuously pushed forward along the direction perpendicular to the platform until the rollers 28 of the bridge falling device 7 at the front end of the second bridge span module 2 in front uniformly fall on the edge of the platform, the rollers 28 of all the bridge falling devices 7 on the platform are adjusted to be in a braking state, and the bridge falling device 7 at the front end of the first bridge span module is lifted up to prepare for smoothly landing the opposite platform in the future;
step five: as shown in fig. 12, the restraint of the guide beam assembly 6 on the bridge section assembly 5 is released, the guide beam body 23 of the guide beam assembly 6 is pushed to the edge of the opposite shore platform with the aid of the guide beam pusher 29, the guide beam assembly 6 is safely dropped on the guide beam carrier roller 30 according to the design requirement by means of manual assistance, and a rolling sliding pair is formed with the guide beam carrier roller 30;
step six: as shown in fig. 13 and 14, after the guide beam assembly 6 is locked at the second beam assembly 12 at the front end of the bridge by the guide beam bolt 17, the brakes of all the walking rollers 8 are checked and released, and the fixedly connected overpass bridge and the guide beam assembly 6 are pushed until the tail end of the fixedly connected overpass bridge and the guide beam assembly 6 reaches the edge of the shore station;
step seven: as shown in fig. 15, the overpass bridge and the guide beam assembly 6 are continuously pushed forward to the front of the guide beam carrier roller 30, so that the originally lifted bridge falling device 7 at the front end of the bridge falls onto the opposite-shore platform;
step eight: as shown in fig. 16, the rollers 28 of the bridge drop device 7 at all the stations are locked, the guide beam supporting roller 30 is removed, the guide beam bolt 17 on the second beam assembly 12 at the front end is pulled out, and the guide beam assembly 6 is retracted and fixed on the bridge section assembly 5; then the roller wheel brakes of the bridge falling devices 7 on all the platforms are released, and the overpass bridge is continuously pushed forwards to the designed bridge position;
step nine: and (3) putting down the springboard assembly 1, clamping and positioning, and commanding the vehicle to pass after the springboard assembly is checked to be qualified (meets the preset requirement).
In summary, the above description is only a preferred embodiment of the present invention, and is not intended to limit the scope of the present invention. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. A modular rapid overpass bridge, comprising: more than one bridge span module (2); when more than two bridge span modules (2) exist, the adjacent bridge span modules (2) are connected in series; the bridge span module (2) comprises: the bridge section assembly (5), the guide beam assembly (6), the bridge falling device (7) and the walking roller (8); the bridge section assembly (5) is of an integrated lower-support truss structure, and the guide beam assembly (6) is embedded and installed along the longitudinal direction of the bridge section assembly (5) and is positioned in the transverse middle of the bridge section assembly (5); the four bridge falling devices (7) are respectively arranged on the two transverse sides of the two longitudinal ends of the bridge section assembly (5) and are used for switching between erection and withdrawal states; more than two pairs of walking rollers (8) are uniformly arranged at the bottom of the bridge section assembly (5) along the longitudinal direction and are used for moving and supporting the bridge span module (2) during erection.
2. Modular rapid overpass bridge according to claim 1, characterized in that said bridge segment assembly (5) comprises: main purlin structure (9), the bridge floor system (10), curb (11), crossbeam assembly (12) and bridge device backup pad (13) fall, two main purlin structures (9) that are parallel to each other are U type frame through two above crossbeam assemblies (12) body coupling, as the frame of bridge joint assembly (5), bridge floor system (10) tiling is on two above crossbeam assemblies (12), the horizontal both sides of bridge floor system (10) are equipped with curb (11) respectively, the vertical both ends of lower limb at two main purlin structures (9) looks backs all are equipped with bridge device backup pad (13) that falls for installation bridge device (7) that falls.
3. A modular rapid overpass bridge according to claim 2, wherein the longitudinal ends of the main truss structures (9) are respectively provided with main truss pins for connecting two adjacent main truss structures (9) when two adjacent bridge span modules (2) are butted.
4. A modular rapid flying bridge according to claim 2, characterized in that said beam assembly (12) comprises: the device comprises a beam body (14), a roller mounting seat (15) arranged in a web cavity of the beam body (14) and a slideway roller (16) arranged on the roller mounting seat (15); wherein, the beam body (14) is used for supporting the bridge deck system (10) and connecting the main truss structures (9) at two sides; the guide beam assembly (6) penetrates through a web cavity of the cross beam body (14) and forms a rolling moving pair with the slideway roller (16) for realizing the extension or retraction of the guide beam assembly (6).
5. Modular rapid flying bridge according to claim 4, characterized in that the guide beam assembly (6) comprises: the device comprises a guide beam bolt (17), a guide pin (18), a single lug joint (19), a double lug joint (20), a guide groove (22), a guide beam body (23) and a slide way (24);
the transverse two sides of the guide beam body (23) are respectively provided with a slideway (24) which is matched with a slideway roller (16) on the beam assembly (12) to realize the extension or retraction of the guide beam assembly (6) at the lower part of the bridge section assembly (5);
the guide pins (18), the single lug connectors (19), the double lug connectors (20) and the guide grooves (22) are arranged at the two longitudinal ends of the guide beam body (23), the guide pins (18) at the two longitudinal ends of the guide beam body (23) are mutually positioned at diagonal positions, the guide grooves (22) at the two longitudinal ends of the guide beam body (23) are mutually positioned at diagonal positions, when the adjacent bridge span modules (2) are butted, the guide pins (18) and the guide grooves (22) are matched to complete the butt joint guide of the guide beam assembly (6), the single lug connectors (19) and the double lug connectors (20) are matched in a staggered mode, and the guide beam bolts (17) are inserted into coaxial pin holes in the single lug connectors (19) and the double lug connectors (20) to achieve the connection of the adjacent bridge span modules (2).
6. Modular rapid flying bridge according to claim 5, characterized in that the guide beam assembly (6) further comprises: a spring latch (21); the guide beam bolt (17) can be radially limited by matching with a groove hole shaft arranged on the outer surface of the guide beam bolt (17), or the spring bolt (21) can be withdrawn from the groove, and the guide beam bolt (17) can be pulled out.
7. Modular rapid flying bridge according to claim 2, characterized in that said bridge-dropping device (7) comprises: a connecting seat (26), a supporting leg (27) and a roller (28); the connecting seat (26) is fixed on the bridge falling device supporting plate (13) through bolts, and the roller (28) is connected to the connecting seat (26) through the supporting leg (27) and used for moving and supporting the bridge spanning module (2) when the overpass is erected and retracted.
8. A modular rapid flying jumper bridge according to any one of claims 1 to 7, further comprising: a gangboard assembly (1) arranged at the inlet and outlet end of the overline bridge.
9. Modular rapid flying bridge according to any of claims 1-7, characterized in that the bridge is erected auxiliarily by means of auxiliary equipment (3).
10. A method of erecting a modular rapid flying jumper bridge, using the jumper bridge of claim 7, comprising the steps of:
the method comprises the following steps: the operation personnel completes the assembly of the overpass bridge on the platform of the bank according to the direction parallel to the rail and the section-by-section assembly mode;
step two: after the line is closed, the spliced overpass bridge is pushed to a specified position, and a guide beam carrier roller (30) is fixed at the position of an axis of the overpass bridge erection at the opposite-shore station;
step three: pushing out the bridge body of the overpass bridge obliquely relative to the rail direction, and continuously adjusting the inclination until the axis of the bridge is vertical to the platform; when the bridge span module is pushed out, only one bridge span module (2) is allowed to hang out of the station;
step four: continuously pushing the bridge forwards along the direction vertical to the platform until the rollers (28) of the bridge falling device (7) at the front end of the second bridge span module (2) in front fall on the edge of the platform, adjusting the rollers (28) of all the bridge falling devices (7) on the platform to be in a braking state, and lifting the bridge falling device (7) at the foremost end of the first bridge span module (2);
step five: the restraint of the guide beam assembly (6) on the bridge section assembly (5) is removed, the guide beam assembly (6) is pushed to the edge of the opposite-shore platform, the guide beam assembly (6) is dropped on the guide beam carrier roller (30) according to the design requirement in a manual assistance mode, and a rolling moving pair is formed by the guide beam assembly and the guide beam carrier roller (30);
step six: locking the guide beam assembly (6), checking and releasing the brakes of all the walking rollers (8), pushing the fixedly connected overpass bridge and the guide beam assembly (6) until the tail ends of the fixedly connected overpass bridge and the guide beam assembly (6) reach the edge of the shore station;
step seven: continuously pushing the overpass bridge and the guide beam assembly (6) forwards to the front of the guide beam carrier roller (30), so that the originally lifted bridge falling device (7) at the front end of the bridge falls onto the opposite-shore platform;
step eight: locking rollers (28) of the bridge falling devices (7) on all the platforms, removing the guide beam carrier roller (30), releasing the locking state of the guide beam assembly (6), and withdrawing the guide beam assembly (6) and fixing the guide beam assembly on the bridge section assembly (5); then the wheel brakes of the rollers (28) of the bridge falling devices (7) on all the platforms are released, and the overpass bridge is continuously pushed forwards to the designed bridge position;
step nine: and (3) putting down the springboard assembly (1), clamping and positioning, and commanding the vehicle to pass after checking that the preset requirements are met.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111299731.7A CN114016437B (en) | 2021-11-04 | 2021-11-04 | Modularized rapid line-crossing bridge and erection method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111299731.7A CN114016437B (en) | 2021-11-04 | 2021-11-04 | Modularized rapid line-crossing bridge and erection method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114016437A true CN114016437A (en) | 2022-02-08 |
| CN114016437B CN114016437B (en) | 2024-09-13 |
Family
ID=80061022
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111299731.7A Active CN114016437B (en) | 2021-11-04 | 2021-11-04 | Modularized rapid line-crossing bridge and erection method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114016437B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1992002681A2 (en) * | 1990-07-27 | 1992-02-20 | J. Muller International | Construction equipment and method |
| CN100999895A (en) * | 2006-10-24 | 2007-07-18 | 邹煜 | Longspan bridge erecting apparatus and erecting method thereof |
| US20160289904A1 (en) * | 2015-03-31 | 2016-10-06 | Peter Högl | Road-bridge module and bridge construction method |
| CN108179695A (en) * | 2017-11-24 | 2018-06-19 | 湖北华舟重工应急装备股份有限公司 | A kind of modular assembly formula is met an urgent need bridge and its erection method |
| CN110541363A (en) * | 2019-08-22 | 2019-12-06 | 中国船舶重工集团应急预警与救援装备股份有限公司 | bridge falling device for erecting bridge by horizontal pushing of guide beam |
| CN111364346A (en) * | 2020-01-16 | 2020-07-03 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Rapid assembling method for modular main truss and emergency bridge |
| CN216765635U (en) * | 2021-11-04 | 2022-06-17 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Modularized fast overpass bridge |
-
2021
- 2021-11-04 CN CN202111299731.7A patent/CN114016437B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1992002681A2 (en) * | 1990-07-27 | 1992-02-20 | J. Muller International | Construction equipment and method |
| CN100999895A (en) * | 2006-10-24 | 2007-07-18 | 邹煜 | Longspan bridge erecting apparatus and erecting method thereof |
| US20160289904A1 (en) * | 2015-03-31 | 2016-10-06 | Peter Högl | Road-bridge module and bridge construction method |
| CN108179695A (en) * | 2017-11-24 | 2018-06-19 | 湖北华舟重工应急装备股份有限公司 | A kind of modular assembly formula is met an urgent need bridge and its erection method |
| CN110541363A (en) * | 2019-08-22 | 2019-12-06 | 中国船舶重工集团应急预警与救援装备股份有限公司 | bridge falling device for erecting bridge by horizontal pushing of guide beam |
| CN111364346A (en) * | 2020-01-16 | 2020-07-03 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Rapid assembling method for modular main truss and emergency bridge |
| CN216765635U (en) * | 2021-11-04 | 2022-06-17 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Modularized fast overpass bridge |
Also Published As
| Publication number | Publication date |
|---|---|
| CN114016437B (en) | 2024-09-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107642012B (en) | Novel track laying machine for urban rail transit engineering and construction method thereof | |
| CN211543559U (en) | Wheel changing system | |
| CN216765635U (en) | Modularized fast overpass bridge | |
| CN110130230B (en) | Construction method for installing sound barrier by automatic traveling lifting lane-changing type trolley | |
| CN110273375B (en) | Bridge erecting machine | |
| CN106087768B (en) | A kind of method of the assembled mobile formwork in the narrow short transition time section of bridge tunnel | |
| CN113200308B (en) | Motor train unit lower part dismounting device with lifting function | |
| CN110904862A (en) | Railway bridge beam replacing assembly process and beam replacing process | |
| CN113818478B (en) | Overweight prefabricated pipe gallery installation system and construction method thereof | |
| US20210355650A1 (en) | A rotable bucket wheel assembly and a method for refurbishing an associated bucket wheel reclaimer | |
| CN114016437A (en) | Modularized rapid overpass bridge and erection method thereof | |
| CN102774624B (en) | Overhaul and transport vehicle and overhauling and transport method | |
| CN116181344A (en) | Multifunctional comprehensive tunnel excavation trolley | |
| CN211689960U (en) | Segmental beam sliding device | |
| CN114352323A (en) | Tunnel steel lining installation system and construction method | |
| CN114715797A (en) | Track slab replacing device and system | |
| CN113764157A (en) | Transformer sectional pushing type installation in-place platform and installation in-place construction method | |
| CN109109722B (en) | A special trailer for beam column transportation | |
| CN111877173A (en) | Long-distance rapid transition method for bridge girder erection machine | |
| CA3131265A1 (en) | A method of refurbishing a bucket wheel reclaimer | |
| CN219080118U (en) | Track sliding device is demolishd to existing railway bridge T roof beam | |
| CN117988901B (en) | Rapid recovery device and recovery method for steel pipe sheet at tunnel connecting channel | |
| CA2457985C (en) | Skate system for aiding in the movement of a building | |
| CN115404778B (en) | Large-span steel box girder pushing system crossing existing road | |
| CN110562287B (en) | Quick jacking and resetting device for derailing vehicle and using method of quick jacking and resetting device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |