CN106567341A - Transverse synchronous slippage device of guide beams of bridge erecting machine and slippage construction method - Google Patents
Transverse synchronous slippage device of guide beams of bridge erecting machine and slippage construction method Download PDFInfo
- Publication number
- CN106567341A CN106567341A CN201610987800.6A CN201610987800A CN106567341A CN 106567341 A CN106567341 A CN 106567341A CN 201610987800 A CN201610987800 A CN 201610987800A CN 106567341 A CN106567341 A CN 106567341A
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- China
- Prior art keywords
- slippage
- slide block
- nose girder
- oil cylinder
- piston rod
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- 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.)
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Classifications
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- 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
Abstract
The invention belongs to the technical field of guide beam moving and installation in bridge construction, provides a transverse synchronous slippage device of guide beams of a bridge erecting machine and a slippage construction method, and aims to solve technical problems of complex disassembly and assembly, long consumption time and high construction cost in guide beam moving and installation processes. The transverse synchronous slippage device comprises two parallelly arranged carrying beams which are vertically arranged under guide beams. Slippage grooves are longitudinally arranged on left and right sides of the top face of each carrying beams. Slide blocks are arranged between the carrying beams and the guide beams and are arranged in slippage grooves. The top faces of the slide blocks are fixedly connected with the bottom faces of the guide beams. The bottom faces of the slide blocks slide in the slippage grooves. An oil cylinder is arranged in each slippage groove. The piston rod of each oil cylinder stretches out and is fixedly connected with the side face of the corresponding slide block. The connection block ends of the oil cylinders are fixed in the corresponding slippage grooves of the top faces of the corresponding carrying beams. The slippage construction procedures comprise steps of installing the carrying beams; installing the slide blocks; fixing the oil cylinders; smearing lubricating oil; and starting a button to perform slippage. The slippage device and the slippage construction method are simple to operate, safe and controllable, and by using the slippage device and the slippage construction method to carry out construction, construction time is shortened and construction cost is reduced.
Description
Technical field
The invention belongs to nose girder moves dress technical field in bridge construction, and in particular to a kind of Bridge Erector nose girder synchronous cross is slided
Moving device and gliding construction method.
Background technology
SPJ900/32 Bridge Erectors are designed to set up 900 tons of prestress box beams of high-speed railway, are supported using bilateral nose girder
On Ω type rear car door frames, box middle car crossbeam and front leg strut crossbeam, for adaptation to market variations and reduction cost, bilateral nose girder
Directly formed using eight or seven formula railway composed with emergency beams main truss component and fitting spelling groups, every 64 meters of nose girder length, weigh 110 tons.Build bridge
Machine needs to remove nose girder when crossing tunnel, and cross needs for nose girder to re-start assembly behind tunnel, crosses assembled on roadbed behind tunnel
During nose girder, need to set up bracing frame and lifted with two more than 200 tons cranes, when assembled on bridge floor, due to pier shaft height shadow
Ring, need crane tonnage very big when crane is stood under bridge（More than 400 tons）；When crane stands on bridge floor, due to the sky of box beam
Box structure, crane stress point is only capable of propping up and is located at the web of beam body, causes crane leg to be unable to reach the state that stretch entirely, and then cuts down
The hoisting weight of crane, therefore nose girder must merogenesis built spelling.Above physical features and method, are required for large tonnage crane, run into
When mountain valley, river, support is not easy to set up, and causes construct consuming time length and construction cost height.
The content of the invention
Dismounting is complicated during the shifting of Bridge Erector nose girder is filled, expend the high technology of time length and construction cost to solve for the present invention
Problem, there is provided a kind of Bridge Erector nose girder synchronous cross slide device and gliding construction method.
The technical solution used in the present invention is as follows：
A kind of Bridge Erector nose girder synchronous cross slide device, including the two hunchbacked beams be arrangeding in parallel, the hunchbacked beam is arranged on nose girder
Lower section, and hunchbacked beam is vertically arranged with nose girder, the hunchbacked top surface of the beam left and right sides is along the longitudinal elongated setting slippage slot of camel beam, hunchbacked beam and nose girder
Between slide block is set, slide block is arranged in slippage slot, and the top surface of the slide block is fixedly connected with the bottom surface of nose girder, the bottom surface of slide block
Slide in slippage slot, be respectively provided with an oil cylinder in hunchbacked top surface of the beam slippage slot, the piston rod of oil cylinder stretch out and with the side of slide block
It is fixedly connected, the contiguous block end of oil cylinder is fixed in hunchbacked top surface of the beam slippage slot, and the oil cylinder is connected with hydraulic power unit.
The end of the slide block arranges pin-and-hole, and pin-and-hole and the pin-and-hole of oil cylinder piston rod end of the slide block end match,
The oil cylinder piston rod end is fixedly connected with slide block end by pin.
Lubricant grease is set between the bottom surface of the slide block and hunchbacked beam slippage slot.
Bridge Erector nose girder synchronous cross gliding construction method, its Specific construction step is：
（1）Beam is carried in installation on the back：Beam car packs two and carries beam on the back and sails in bridge formation ventral, carries beam on the back by two with Bridge Erector trolley and hangs respectively
Rise and rotate, make to carry on the back beam into the corresponding hard point position in nose girder bottom, while carrying beam bottom load draw-in groove and beam car top surface on the back
Trolley track is mutually engaged；
（2）Slide block is installed：Slide block is respectively clamped into into the respective point position of nose girder, raising beam car cushion cylinder makes beam car and carries on the back
Beam is integrally raised, until carry top surface of the beam slippage slot on the back matching with slide block bottom surface；
（3）Fixed oil cylinder：Oil cylinder contiguous block is connected and is revolved with M18 high-strength bolts with the tap bolt hole carried on the back in beam slippage slot
Tightly, oil cylinder set pin-and-hole is mutually fixed with contiguous block pin-and-hole with the pins of φ 30；Start button, stretches out cylinder piston rod and by its pin-and-hole
Insertion slide block pin-and-hole, is mutually fixed after two pin-and-hole para-positions with the pins of φ 30；
（4）Apply lubricating oil：The debris in beam slippage slot will be carried on the back to clean out, then lubricant grease slippage slot is applied in rag
It is interior；
（5）Sliding（Nose girder merges）：Start button, all cylinder piston rods bounce back certain stroke simultaneously, and piston rod drags slide block
Mobile, slide block drives nose girder synchronously to follow up；Cylinder piston rod bounces back in place, releases start button, the oil cylinder that comes loose set contiguous block spiral shell
Bolt, start button oil supply oil supply cylinder, piston rod promotes oil cylinder set reach during stretching out, when oil cylinder set contiguous block reaches next
Fuel cut-off during individual tap bolt eyelet, screws contiguous block and carries beam connecting bolt, coating lubricating oil fat on the back；Start button, oil cylinder
Piston rod bounces back, slide block movement, nose girder displacement；So circulation, until two nose girders are displaced to specified location；Then oil cylinder is installed
To nose girder outside, using the flexible pushing tow slide block of cylinder piston rod, two nose girders are made to be slid onto together；
（6）Sliding（Nose girder separates in place）：Beam car is born and carries beam on the back and nose girder advances to bridge floor infield, firm to carry beam support on the back
Frame；It is then electrified to and start button, by above-mentioned steps（5）In operation progressively nose girder slid onto carry beam specified location on the back.
Beneficial effects of the present invention：The present invention is simple to operate, short using engineering time during present invention construction, construction cost
It is low, it is embodied as following several respects：
（1）Operating aspect：Easy to operate, safely controllable, precision of the invention is higher.
（2）Time aspect：Original crane lifts method and tears open, transports, spelling two nose girders, 9 days minimum used times.Applied using the present invention
Work, nose girder is in place only with 3 day time.
（3）Cost aspect：Crane lifts method and completes that two nose girders are torn open, transport, spelling operation altogether need to be with 230 tons of crane machine-team 11
Individual, machine-team takes based on 20000.00 yuan, altogether 220000.00 yuan of expense；When high pier bridge floor is assembled, need to be with 400 tons of cranes, its
Machine-team takes for 40000.00 yuan.And often occur once to tear spelling open, it is necessary to produce above-mentioned expense.Using present invention construction, beam is carried on the back
And synchronization-sliding device is used in turn by 10 times, therefore 60000.00 yuan of share the expenses every time.
Description of the drawings
Fig. 1 is the front view of synchronous cross slide device of the present invention；
Fig. 2 is the top view of synchronous cross slide device of the present invention；
Fig. 3 is the structural representation of slide block；
In figure：1- camel beams, 2- Bridge Erector nose girders, 3- slippage slots, 4- slide blocks, 5- oil cylinders, 6- pin-and-holes.
Specific embodiment
As shown in Figure 1, 2, a kind of Bridge Erector nose girder synchronous cross slide device, including the two hunchbacked beams 1 be arrangeding in parallel, it is described
Hunchbacked beam 1 is arranged on the lower section of nose girder 2, and hunchbacked beam 1 is vertically arranged with nose girder 2, and the top surface left and right sides of hunchbacked beam 1 is logical along the hunchbacked longitudinal direction of beam 1
It is long that slippage slot 3 is set, some screwed holes are set on slippage slot 3, slide block 4 is set between hunchbacked beam 1 and nose girder 2, slide block 4 is arranged on cunning
Move in groove 3, the top surface of the slide block 4 is fixedly connected with the bottom surface of nose girder 2, the bottom surface of slide block 4 is slided in slippage slot 3, hunchbacked beam 1
Oil cylinder 5 is respectively provided with top surface slippage slot 3, the piston rod of oil cylinder 5 stretches out and is fixedly connected with the side of slide block 4, the company of oil cylinder 5
Connect block end to be fixed in the top surface slippage slot 3 of hunchbacked beam 1, the oil cylinder 5 is connected with hydraulic power unit.
As shown in figure 3, the end of the slide block 4 arranges pin-and-hole 6, pin-and-hole 6 and the piston rod of oil cylinder 5 of the end of the slide block 4
The pin-and-hole at end matches, and the tailpiece of the piston rod of the oil cylinder 5 is fixedly connected with the end of slide block 4 by pin.
Lubricant grease is set between the bottom surface of the slide block 4 and the hunchbacked slippage slot 3 of beam 1.
Actuator in the present invention manipulates oil cylinder using hydraulic power unit, to meet sliding velocity at the uniform velocity, steadily；Carrying beam on the back
In motor process, in order to eliminate due to slide block and slippage slot mismachining tolerance and nose girder scene, there is not frictional force in abswolute level etc.
It is unequal, so as to cause oil cylinder movement asynchronous, or even there is stuck phenomenon, the hydraulic power unit drives and adopts pressure, position
The PLC control methods of two close cycles.According to calculating, hydraulic jack is using HSGK-140/100-2501-750 × 1280, pulling force
150.8KN, range is 730mm.Sliding surface material is Q345B, and face sand paper rust cleaning polishing is slided up and down during operation, is smeared
A little lubricant grease.
The technological process of Bridge Erector nose girder synchronous cross gliding construction method is：Installation is carried beam on the back, installs slide block, fixing oil
Cylinder, coating lubricating oil, start button enter line slip, and its Specific construction step is：
（1）Beam is carried in installation on the back：Beam car packs two and carries beam on the back and sails in bridge formation ventral, carries beam on the back by two with Bridge Erector trolley and hangs respectively
Rise and rotate, make to carry on the back beam into the corresponding hard point position in nose girder bottom, while carrying beam bottom load draw-in groove and beam car top surface on the back
Trolley track is mutually engaged；
（2）Slide block is installed：16 slide blocks are respectively clamped into into the respective point position of nose girder, raising beam car cushion cylinder makes beam car
And carry beam on the back and integrally raise, until carry top surface of the beam slippage slot on the back matching with slide block bottom surface；
（3）Fixed oil cylinder：Oil cylinder contiguous block is connected and is revolved with M18 high-strength bolts with the tap bolt hole carried on the back in beam slippage slot
Tightly, oil cylinder set pin-and-hole is mutually fixed with contiguous block pin-and-hole with the pins of φ 30；Start button, stretches out cylinder piston rod and by its pin-and-hole
Insertion slide block pin-and-hole, is mutually fixed after two pin-and-hole para-positions with the pins of φ 30；
（4）Apply lubricating oil：The debris in beam slippage slot will be carried on the back to clean out, then lubricant grease slippage slot is applied in rag
It is interior；
（5）Sliding（Nose girder merges）：Start button, all cylinder piston rods bounce back certain stroke simultaneously, and piston rod drags slide block
Mobile, slide block drives nose girder synchronously to follow up；Cylinder piston rod bounces back in place, releases start button, the oil cylinder that comes loose set contiguous block spiral shell
Bolt, start button oil supply oil supply cylinder, piston rod promotes oil cylinder set reach during stretching out, when oil cylinder set contiguous block reaches next
Fuel cut-off during individual tap bolt eyelet, screws contiguous block and carries beam connecting bolt, coating lubricating oil fat on the back；Start button, oil cylinder
Piston rod bounces back, slide block movement, nose girder displacement；So circulation, until two nose girders are displaced to specified location；Then oil cylinder is installed
To nose girder outside, using the flexible pushing tow slide block of cylinder piston rod, two nose girders are made to be slid onto together；In slipping, at any time tightly
Gu 10 tons of bottle gouards moved by hands of overturn-preventing.Meanwhile, each creep setpoint sends someone to check slip condition, bolt fastening situation, pin locking
Situation etc.；
（6）Sliding（Nose girder separates in place）：Beam car is born and carries beam on the back and nose girder advances to bridge floor infield, firm to carry beam support on the back
Frame；It is then electrified to and start button, by above-mentioned steps（5）In operation progressively nose girder slid onto carry beam specified location on the back.
The present invention utilizes principle of confounding, and oil cylinder synchronous pulling is realized under PLC controls, reaches nose girder synchronization-sliding in place,
Construction is carried out using the present invention and shortens the engineering time, reduce construction cost.
The slide device of the present invention is applied to the transverse shifting of all large-tonnage steel trusses.
Claims (4)
1. a kind of Bridge Erector nose girder synchronous cross slide device, it is characterised in that：Including the two hunchbacked beams be arrangeding in parallel（1）, it is described
Hunchbacked beam（1）It is arranged on nose girder（2）Lower section, and hunchbacked beam（1）With nose girder（2）It is vertically arranged, hunchbacked beam（1）The top surface left and right sides is along camel
Beam（1）The elongated setting slippage slot in longitudinal direction（3）, hunchbacked beam（1）With nose girder（2）Between slide block is set（4）, slide block（4）It is arranged on sliding
Groove（3）It is interior, the slide block（4）Top surface and nose girder（2）Bottom surface be fixedly connected, slide block（4）Bottom surface in slippage slot（3）Interior cunning
It is dynamic, hunchbacked beam（1）Top surface slippage slot（3）Inside it is respectively provided with oil cylinder（5）, oil cylinder（5）Piston rod stretch out and and slide block（4）Side
It is fixedly connected, oil cylinder（5）Contiguous block end be fixed on hunchbacked beam（1）Top surface slippage slot（3）It is interior, the oil cylinder（5）With hydraulic power unit
It is connected.
2. a kind of Bridge Erector nose girder synchronous cross slide device according to claim 1, it is characterised in that：The slide block
（4）End arrange pin-and-hole（6）, the slide block（4）The pin-and-hole of end（6）With oil cylinder（5）The pin-and-hole of tailpiece of the piston rod matches, institute
State oil cylinder（5）Tailpiece of the piston rod and slide block（4）End is fixedly connected by pin.
3. a kind of Bridge Erector nose girder synchronous cross slide device according to claim 1 and 2, it is characterised in that：The cunning
Block（4）Bottom surface and hunchbacked beam（1）Slippage slot（3）Between lubricant grease is set.
4. the gliding construction method of the Bridge Erector nose girder synchronous cross slide device being based on described in claim 3, it is characterised in that
Specific construction step is：
（1）Beam is carried in installation on the back：Beam car packs two and carries beam on the back and sails in bridge formation ventral, carries beam on the back by two with Bridge Erector trolley and hangs respectively
Rise and rotate, make to carry on the back beam into the corresponding hard point position in nose girder bottom, while carrying beam bottom load draw-in groove and beam car top surface on the back
Trolley track is mutually engaged；
（2）Slide block is installed：Slide block is respectively clamped into into the respective point position of nose girder, raising beam car cushion cylinder makes beam car and carries on the back
Beam is integrally raised, until carry top surface of the beam slippage slot on the back matching with slide block bottom surface；
（3）Fixed oil cylinder：Oil cylinder contiguous block is connected and is revolved with M18 high-strength bolts with the tap bolt hole carried on the back in beam slippage slot
Tightly, oil cylinder set pin-and-hole is mutually fixed with contiguous block pin-and-hole with the pins of φ 30；Start button, stretches out cylinder piston rod and by its pin-and-hole
Insertion slide block pin-and-hole, is mutually fixed after two pin-and-hole para-positions with the pins of φ 30；
（4）Apply lubricating oil：The debris in beam slippage slot will be carried on the back to clean out, then lubricant grease slippage slot is applied in rag
It is interior；
（5）Sliding（Nose girder merges）：Start button, all cylinder piston rods bounce back certain stroke simultaneously, and piston rod drags slide block
Mobile, slide block drives nose girder synchronously to follow up；Cylinder piston rod bounces back in place, releases start button, the oil cylinder that comes loose set contiguous block spiral shell
Bolt, start button oil supply oil supply cylinder, piston rod promotes oil cylinder set reach during stretching out, when oil cylinder set contiguous block reaches next
Fuel cut-off during individual tap bolt eyelet, screws contiguous block and carries beam connecting bolt, coating lubricating oil fat on the back；Start button, oil cylinder
Piston rod bounces back, slide block movement, nose girder displacement；So circulation, until two nose girders are displaced to specified location；Then oil cylinder is installed
To nose girder outside, using the flexible pushing tow slide block of cylinder piston rod, two nose girders are made to be slid onto together；
（6）Sliding（Nose girder separates in place）：Beam car is born and carries beam on the back and nose girder advances to bridge floor infield, firm to carry beam support on the back
Frame；It is then electrified to and start button, by above-mentioned steps（5）In operation progressively nose girder slid onto carry beam specified location on the back.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610987800.6A CN106567341B (en) | 2016-11-10 | 2016-11-10 | Bridge Erector nose girder synchronous cross slide device and gliding construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610987800.6A CN106567341B (en) | 2016-11-10 | 2016-11-10 | Bridge Erector nose girder synchronous cross slide device and gliding construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106567341A true CN106567341A (en) | 2017-04-19 |
| CN106567341B CN106567341B (en) | 2018-06-26 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610987800.6A Active CN106567341B (en) | 2016-11-10 | 2016-11-10 | Bridge Erector nose girder synchronous cross slide device and gliding construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106567341B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113175223A (en) * | 2021-04-25 | 2021-07-27 | 中建七局第四建筑有限公司 | Synchronous sliding structure of performance theater steel structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201620361U (en) * | 2010-03-05 | 2010-11-03 | 北京万桥兴业机械有限公司 | Displacement type integration bridging machine of carrying and erecting girders |
| RU2455420C1 (en) * | 2011-03-01 | 2012-07-10 | Открытое акционерное общество по проектированию строительства мостов "Институт Гипростроймост" | Rolling scaffold |
| CN104631334B (en) * | 2014-12-23 | 2016-05-18 | 郑州新大方重工科技有限公司 | The middle part bracing or strutting arrangement of large-tonnage Bridge Erector |
| CN105839547A (en) * | 2016-06-12 | 2016-08-10 | 中铁二局集团有限公司 | Adjustable small-radius bridge girder erection machine and bridge girder erection method |
| CN205663197U (en) * | 2016-05-04 | 2016-10-26 | 中国十九冶集团有限公司 | Creeping formwork construction is with two track roof beam devices |
-
2016
- 2016-11-10 CN CN201610987800.6A patent/CN106567341B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201620361U (en) * | 2010-03-05 | 2010-11-03 | 北京万桥兴业机械有限公司 | Displacement type integration bridging machine of carrying and erecting girders |
| RU2455420C1 (en) * | 2011-03-01 | 2012-07-10 | Открытое акционерное общество по проектированию строительства мостов "Институт Гипростроймост" | Rolling scaffold |
| CN104631334B (en) * | 2014-12-23 | 2016-05-18 | 郑州新大方重工科技有限公司 | The middle part bracing or strutting arrangement of large-tonnage Bridge Erector |
| CN205663197U (en) * | 2016-05-04 | 2016-10-26 | 中国十九冶集团有限公司 | Creeping formwork construction is with two track roof beam devices |
| CN105839547A (en) * | 2016-06-12 | 2016-08-10 | 中铁二局集团有限公司 | Adjustable small-radius bridge girder erection machine and bridge girder erection method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113175223A (en) * | 2021-04-25 | 2021-07-27 | 中建七局第四建筑有限公司 | Synchronous sliding structure of performance theater steel structure |
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| Publication number | Publication date |
|---|---|
| CN106567341B (en) | 2018-06-26 |
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