CN201963311U - Automatic-marching type movable scaffoldbridge - Google Patents
Automatic-marching type movable scaffoldbridge Download PDFInfo
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- CN201963311U CN201963311U CN201120010406XU CN201120010406U CN201963311U CN 201963311 U CN201963311 U CN 201963311U CN 201120010406X U CN201120010406X U CN 201120010406XU CN 201120010406 U CN201120010406 U CN 201120010406U CN 201963311 U CN201963311 U CN 201963311U
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- trestle
- walking
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Abstract
The utility model discloses an automatic-marching type movable scaffoldbridge, which comprises a main bridge, a front bridge and a rear bridge which are connected with the main bridge, an automatic hydraulic balance system and an electrical control system. A front end automatic marching mechanism and a reverse guide rail are arranged in the front section of the main bridge so as to enable the front end of the bridge to march automatically. A rear end marching mechanism is arranged in the rear section of the main bridge which marches to match with the automatic marching mechanism at the front end, and an automatic elevator mechanism is installed on the main bridge. The scaffoldbridge is capable of adapting to uneven tunnel excavation grounds and effectively solves the problems of marching and transverse shifting of the scaffoldbridges without steel rails, simultaneously saves a large amount of time and cost.
Description
Technical field
The present invention relates to a kind of constructing tunnel equipment, specifically is a kind of movable trestle of step-by-step movement voluntarily, can be used for the tunnel and realize inverted arch full width construction operation and inverted arch filling.
Background technology
Along with science and technology development and economic continuous growth, the existing trunk railway of China seems very nervous, and country carries out railway construction energetically in order to satisfy transport demand, promote the construction of the urbanization network of communication lines, to improve the layout of the railway network in recent years.Constructing tunnel is one of important content of railway construction, and how to handle the mutual interference mutually of the current and inverted arch concrete pouring construction of face excavation construction transportation and face excavates and the speed of inverted arch concrete pouring construction is complementary is the emphasis problem of constructing tunnel.At present domestic many with set up the current problem of simple and easy trestle solution temporarily, this simple and easy trestle can only play by the effect of preliminary bracing face to the excessive springboard of liner inverted arch, interference in the time of can't at all solving construction, the speed that more can't solve the inverted arch concrete pouring construction far lags behind the problem of face excavation speed, will inevitably influence the cycle and the quality of whole engineering.Simultaneously simple and easy trestle installs inconvenience, move difficulty and consuming time many, adaptive capacity is poor.What the simple and easy facility that this efficiency of construction is low will inevitably influence the tunnel invert lining cutting is quality and constructing tunnel duration.And current advanced movable trestle, as " a kind of movable trestle " of number of patent application 200910019619.2 though simpler and easy trestle of phase is progressive to some extent, increase running gear, but it can not be walked automatically, need power traction, and the walking condition of movable trestle is very strict, require preliminary bracing ground opposed flattened, set up interim support, lay railway sleepers and rail, the forklift traction, a large amount of steel plates of place mat or channel-section steel, this movable trestle is slow in action, need the cooperation of manually a large amount of and plant equipment, need can not cooperate the duration of tunnel or tunnel blasting excavation fully with for a long time during operation, increase the duration.
Summary of the invention
The object of the present invention is to provide a kind of problem that can solve effectively that constructing tunnel disturbs and face excavates and the speed of inverted arch concrete pouring construction is complementary, guarantee the small-sized continuous productive process work plane of inverted arch construction, satisfy tunnel invert concrete view picture and build one-shot forming and rapid construction demand, realize the construction bridge self-propelled movable trestle of walking automatically.
The object of the present invention is achieved like this: a kind of movable trestle of step-by-step movement voluntarily, comprise main bridge, the propons, the back axle that connect with main bridging, hydraulic pressure automatic-balancing system and electrical control system, described main bridge front-end position is provided with automatic running mechanism of front end and anti-rail wheel track, realizes the automatic walking of trestle front end; Fragment position is provided with the rear end running mechanism behind the described main bridge, cooperates the automatic running mechanism walking of front end; On described main bridge, automatic hoisting mechanism is installed.
The automatic running mechanism of described front end comprises walking frame and is installed at least two groups on the walking frame wheels of vertically walking, and described vertical walking wheels comprise anti-rail wheel and hang roller, and described anti-rail wheel connects motor, and connects by transmission mechanism and to hang roller; Hang roller and be used for the automatic running mechanism of front end vertically moving on trestle, anti-rail wheel is used for vertical reach of trestle, and the required support suspension column of the stable support of formation is arranged under the described walking frame.
The automatic running mechanism of described front end also has cross track to be fixed on the walking frame, there is the traversing pull bar two by the control of transverse hydraulic system to connect vertical walking wheels respectively and can realizes that these wheels of vertically walking move along cross track, this traversing pull bar is connected with walking frame, realizes the traversing of the automatic running mechanism of front end by hydraulic operation.
The described movable trestle of step-by-step movement voluntarily is equipped with Lifting device, comprises rotatable arm and arm installing rack, and described arm can rotate around arm axle, fixes through pull bar and main bridge, is used for promoting and the landing invert form.
Described automatic hoisting mechanism is provided with 4, is that the work of trestle is supported, and can promote the whole built on stilts of trestle and appurtenance simultaneously, the walking frame of bridge, the automatic running mechanism of front end and rear end running mechanism etc. before and after can promoting.
The present invention can adapt to height tunnel excavation ground not automatically, does not need steel rail laying, by capable walking and the traversing problem that has solved trestle of imitating of automatic travelling device, has saved a large amount of time and cost simultaneously.Solved the interference between the current and inverted arch concrete pouring construction of face excavation construction transportation, the speed of face excavation and inverted arch concrete pouring construction is complementary, improve the overall progress of constructing tunnel, the function and the practicality of newly-increased arm portability invert form walking enhancing trestle.The present invention is simple to operate, safety is higher, reduces the use of artificial and auxiliary equipment, guarantees to have cooperated the duration of tunnel or tunnel blasting excavation under the construction quality prerequisite, has improved efficiency of construction, has guaranteed the construction period.
Description of drawings
Describe the present invention in detail below in conjunction with accompanying drawing.
Fig. 1 is a structural representation of the present invention;
Fig. 2 is a working state schematic representation of the present invention;
Fig. 3 is forward traveling schematic diagram A of the present invention;
Fig. 4 is forward traveling schematic diagram B of the present invention;
Fig. 5 is the present invention's view after the operation length of walking;
Fig. 6 is a walking states left view of the present invention;
Concrete transport vehicle position view when Fig. 7 works for the present invention;
Fig. 8 is the schematic diagram of inverted arch maintenance section part of the present invention.
The specific embodiment
In conjunction with the accompanying drawings: the step-by-step movement movable trestle comprises propons 1, support 2, elevating mechanism 3, main bridge 4, back axle 5, the automatic running mechanism 6 of front end, rear end traveling shape mechanism 7, Lifting device 8, traversing pull bar 9, walking frame 10, rail 11, bridge floor i iron 12, steel truss 13, crossbeam 14, arm installing rack 15, the vertical travelling wheel 16 in rear end, horizontal roller 17, chain 18, hangs roller 19, electronic anti-rail wheel 20, anti-rail wheel track 21, invert form 22, hydraulic pressure automatic-balancing system and electrical control system voluntarily.
Main bridge 4 body of a bridgies are to be formed by connecting by the high-strength bolt assembling by bridge floor i iron 12, steel truss 13 and crossbeam 14, are convenient to transportation and assembly unit; The width of pedal and bridge floor i iron 12 can adapt to different traveling vehicles to be passed through, and the bridge deck middle part has the operating space of concrete pouring, makes things convenient for concrete pouring car 23 current and fluid concretes; Propons 1, back axle 5 are pedals of bridge on the vehicle, are connected with main bridge 4 by bearing pin, can adapt to the demand of different ground levels according to the construction situation; Forward and backward bridge is connected with support 2 on the main bridge body of a bridge by chain 18, pedal can be promoted built on stilts simultaneously when main bridge 4 moves.
Lifting device 8 is to be set to four rotatable arms and eight arm installing racks 15, opens to be equipped with and strengthens the spiral pull bar, and it can be installed in different installation sites as required.Arm can rotate around arm axle, and the time spent is not closed up the body of a bridge, opens during use.The arm weight that can rise and fall, it is fixed with pull bar and main bridge, realizes promoting and landing invert form 22 by elevating mechanism 3.When trestle moved, the arm invert form 22 of can slinging advanced simultaneously.So both solve the problem of invert form 22 liftings, damaged template when avoiding the invert form lifting again, guaranteed the quality of inverted arch layer, improved efficiency of construction simultaneously.
Elevating mechanism 3 adopts electronic control mode of mechanical type or hydraulic way, and the trestle lift action is played in mechanism's self-locking, also is simultaneously that the work of trestle is supported; Four elevating mechanisms 3 are installed in both sides, main bridge 4 two ends respectively, elevating mechanism lifting simultaneously, and also lifting separately, the lifting amount can customize according to the construction demand; Elevating mechanism 3 can promote trestle and the whole built on stilts of appurtenance moves to make things convenient for trestle, the walking frame 10 of bridge, the automatic running mechanism 6 of front end and rear end running mechanism 7 etc. before and after it can promote; Such up-down mode is flexible operation both, adapts to the different operating mode of ground supports position height again.
Main bridge 4 leading portions are provided with automatic running mechanism 6 of front end and anti-rail wheel track 21, and anti-rail wheel track 21 is used for the walking of trestle; The automatic running mechanism 6 of front end be capable of hoisting hang over main bridge front-end position face the leaf supporting mechanism, specifically comprise walking frame 10, hang roller 19, electronic anti-rail wheel 20, main bridge transverse-moving mechanism and hydraulic pressure autobalance support system; Walking frame has the required support suspension column of the stable support of formation for 10 times, is equipped with hydraulic system in this support suspension column, can realize supporting the height adjusting of suspension column; On the walking frame 10 two groups of wheels of vertically walking are installed, these wheels of vertically walking comprise anti-rail wheel 20 and hang roller 19, and wherein anti-rail wheel 20 connects motors, and connect by transmission mechanism and to hang roller 19; Hang roller 19 and be used for the automatic running mechanism 6 of front end vertically moving on trestle, anti-rail wheel 20 is used for vertical reach of trestle; There is cross track to be fixed on the walking frame 10, traversing pull bar 9 two by the control of transverse hydraulic system connect vertical walking wheels respectively, realize that vertically the walking wheels move along cross track, this traversing pull bar 9 is connected with walking frame 10, realizes the traversing of the automatic running mechanism of front end by hydraulic operation.When elevating mechanism 3 jackings, it is stressed to hang roller 19 behind the front end running mechanism 6 disengaging ground, can drive it and back and forth walk at main bridge 4 front ends.During interim support when front end running mechanism 6 moves as trestle, anti-rail wheel load-bearing and the vertical travelling wheel 16 in rear end drive the trestle vertical shift simultaneously, realize vertical stepping.Operation hydraulic pressure horizontal control system, trestle front end can be on walking frame 10 transverse moving left and right.Walking frame 10 is provided with 4 supports of 3 balances, and hydraulic pressure autobalance support system can keep and regulate 4 stress balance automatically, can adapt to the local uneven discrepancy in elevation that produces in ground, effectively avoids the irregular influence of initial stage excavation face.By this line mode of walking, realized that the self-action of trestle moves, reduced the loaded down with trivial details work that needs smooth initial stage excavation ground before trestle moves simultaneously, further the reduction of erection time.
Rear end running mechanism 7 is mounted in the running gear of main bridge 4 rear ends, comprises longitudinal moving device and horizontal roller 17, can be configured to steel roller or rubber roll as required, directly walking or walking in orbit on inverted arch backfill layer 24.The rear end longitudinal moving device is to drive and the driven in synchronism trestle vertical shift simultaneously of the anti-rail wheel 20 of front end walking frame by electronic control system control.Traverse Displacement Unit is mechanical horizontal roller 17, also can pre-install electronic control system and drive.When it is the mechanical type roller, need strengthens spiral pull bar or chain block or direct labor with arm and promote to realize.When rear end running mechanism configuration was the steel roller, it needed walking in orbit, laid the short rail of two steel before the walking temporarily and got final product.When running mechanism configuration in rear end is rubber roll, then can be directly walk on packing course, need not lay track at inverted arch.
Trestle in working order down, elevating mechanism 3 jackings, bear the support works of trestle deadweight and bridge floor walking arrangement, front end running mechanism 6 is suspended on main bridge 4 front ends at this moment, propons 1 is supported on the excavation face, back axle 5 is supported on the face of building, and waggon 23 can directly carry out concrete pouring on the coagulation on trestle at this moment.When concrete pouring under the trestle is finished and after concrete reaches certain intensity, the trestle operation length that just needs to move forward is carried out the construction of next section, and this moment, trestle just entered walking states.
From Fig. 3 to Fig. 6, see the different operating state of self-propelled movable trestle walking.At first promote the invert form 22 that carries on trestle and the trestle, make the vertical travelling wheel 16 built on stilts certain altitudes in front end walking frame 10 and rear end after, rail 11 is laid in the vertical travelling wheel in rear end 16 times.Pack up the support suspension column of the elevating mechanism 3 of trestle, it is broken away from ground, this moment, the front and back ends running mechanism supported as interim, was supported on the excavation face, and the vertical travelling wheel in main bridge rear end drops on the rail.Start running motor, the anti-rail wheel of front end running mechanism 6 and rear end be vertically out of shape takes turns 16 and drives the vertically preceding stepping of trestle simultaneously, and trestle carries invert form 22 and finishes stepping.Elevating mechanism 3 jackings then, its support column heel brace ground, trestle promotes, and front end running mechanism 6 is run to main bridge foremost.Fall trestle once more, repeat a step-by-step operation, trestle carries the invert form 22 construction operation length of vertically advancing, to installing invert form 22, trestle enters the cast duty once more, and first half is a cast section on the coagulation below the trestle at this moment, and latter half of is inverted arch maintenance section.By the prepackage remote control, can realize the vertical shift of wireless remote control trestle.
The self-propelled movable trestle can carry out laterally moving as required.The front end Traverse Displacement Unit is the hydraulic pressure transverse moving mechanism, and the prepackage remote control can realize that main bridge front end wireless remote control laterally moves.The rear end Traverse Displacement Unit is horizontal roller 17, for mechanical type horizontal moves.Elevating mechanism 3 preceding terminal support column pin are packed up and are broken away from ground, and main bridge front end drops on the bracing frame, the operation hydraulic control system, and hydraulic jack promotes main bridge front portion transverse moving left and right on front end walking frame 10, and it is traversing to finish once main bridge front end.When needing bigger traversing amount, upgrading mechanism 3 props the body of a bridge, front end walking frame 10 built on stilts, and traversing extreme position to the mobile terminal carries out once traversing operation again, and it is traversing to finish Integratively.Repeat the traversing amount that whole traversing operation can realize different demands.When main bridge rear end needs are traversing, promote trestle to certain altitude, interim mobile rail 11 is laid in the horizontal roller in rear end 17 times, fall trestle, pack up the back terminal support column pin of elevating mechanism 3 and break away from ground.When the rear end Traverse Displacement Unit is mechanical type, strengthens spiral pull bar or chain block pulling or promote the horizontal mobile required separation distance of back axle with arm; When the rear end Traverse Displacement Unit is electric controller, directly drives electric controller and carry out laterally moving.
When the rear end running mechanism is dressed up rubber roll in advance, the traversing and vertical shift of trestle, its rear end is walked line operate and has been reduced the step of laying temporary track 11, and all the other operations are identical with steel roller step.
In sum, the present invention had both effectively reduced the interference between transportation of face excavation construction and the inverted arch construction, the duration that has rationally cooperated tunnel or tunnel blasting excavation, realized the self-propelled vertical shift of trestle and traversing again, the quality and the safety of construction have been guaranteed, simultaneously improve efficiency of construction greatly, shortened the duration.
Claims (6)
1. step-by-step movement movable trestle voluntarily, comprise main bridge, with propons, the back axle that main bridging connects, hydraulic pressure automatic-balancing system and electrical control system, it is characterized in that: described main bridge front-end position is provided with automatic running mechanism of front end and anti-rail wheel track, realizes the automatic walking of trestle front end; Fragment position is provided with the rear end running mechanism behind the described main bridge, cooperates the automatic running mechanism walking of front end; On described main bridge, automatic hoisting mechanism is installed.
2. the movable trestle of step-by-step movement voluntarily according to claim 1, it is characterized in that: the automatic running mechanism of described front end comprises walking frame and is installed at least two groups on the walking frame wheels of vertically walking, described vertical walking wheels comprise anti-rail wheel and hang roller, described anti-rail wheel connects motor, and hangs roller by the transmission mechanism connection; The required support suspension column of the stable support of formation is arranged under the described walking frame.
3. the movable trestle of step-by-step movement voluntarily according to claim 2, it is characterized in that: the automatic running mechanism of described front end also has cross track to be fixed on the walking frame, have the traversing pull bar two by the control of transverse hydraulic system to connect vertical walking wheels respectively and can realize that these wheels of vertically walking move along cross track, this traversing pull bar is connected with walking frame.
4. according to claim 1 or the 2 or 3 described movable trestles of step-by-step movement voluntarily, it is characterized in that: the described movable trestle of step-by-step movement voluntarily is equipped with Lifting device, comprise rotatable arm and arm installing rack, described arm can rotate around arm axle, fixes through pull bar and main bridge.
5. according to claim 1 or the 2 or 3 described movable trestles of step-by-step movement voluntarily, it is characterized in that: described automatic hoisting mechanism is the work bracing frame of trestle, can promote the whole built on stilts of trestle and appurtenance simultaneously.
6. the movable trestle of step-by-step movement voluntarily according to claim 4 is characterized in that: described automatic hoisting mechanism is the work bracing frame of trestle, can promote the whole built on stilts of trestle and appurtenance simultaneously.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120010406XU CN201963311U (en) | 2011-01-14 | 2011-01-14 | Automatic-marching type movable scaffoldbridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120010406XU CN201963311U (en) | 2011-01-14 | 2011-01-14 | Automatic-marching type movable scaffoldbridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201963311U true CN201963311U (en) | 2011-09-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201120010406XU Expired - Lifetime CN201963311U (en) | 2011-01-14 | 2011-01-14 | Automatic-marching type movable scaffoldbridge |
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| CN (1) | CN201963311U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102042021A (en) * | 2011-01-14 | 2011-05-04 | 湖南五新机械有限公司 | Automatically walking stepped mobile trestle |
| CN102635369A (en) * | 2012-03-20 | 2012-08-15 | 中铁十二局集团有限公司 | Construction method for integrally pouring inverted arch concrete by matching trestle with top formwork |
-
2011
- 2011-01-14 CN CN201120010406XU patent/CN201963311U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102042021A (en) * | 2011-01-14 | 2011-05-04 | 湖南五新机械有限公司 | Automatically walking stepped mobile trestle |
| CN102635369A (en) * | 2012-03-20 | 2012-08-15 | 中铁十二局集团有限公司 | Construction method for integrally pouring inverted arch concrete by matching trestle with top formwork |
| CN102635369B (en) * | 2012-03-20 | 2014-12-03 | 中铁十二局集团有限公司 | Construction method for integrally pouring inverted arch concrete by matching trestle with top formwork |
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Address after: 418000 Industrial Economic Bureau of Zhongfang County, Huaihua City, Hunan Province 114 Patentee after: Hunan five new template Co. Ltd. Address before: 418000 Room 114, Industrial and Economic Bureau of Zhongfang County, Huaihua City, Hunan Province Patentee before: Hunan Wuxin Machinery Co., Ltd. |
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Commission number: 5W116464 Conclusion of examination: The patent shall remain valid on the basis of claims 1-5 filed by the patentee on June 5, 2019. Decision date of declaring invalidation: 20190830 Decision number of declaring invalidation: 41529 Denomination of utility model: Automatically walking stepped mobile trestle Granted publication date: 20110907 Patentee: HUNAN WUXIN FORMWORK Co.,Ltd. |
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