CN108103945A - A kind of whole landing mould bases of cast-in-situ box girder - Google Patents

A kind of whole landing mould bases of cast-in-situ box girder Download PDF

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Publication number
CN108103945A
CN108103945A CN201711389770.XA CN201711389770A CN108103945A CN 108103945 A CN108103945 A CN 108103945A CN 201711389770 A CN201711389770 A CN 201711389770A CN 108103945 A CN108103945 A CN 108103945A
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CN
China
Prior art keywords
lifting
mould bases
frame
oil cylinder
cast
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Granted
Application number
CN201711389770.XA
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Chinese (zh)
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CN108103945B (en
Inventor
王新洁
杜长铃
高成玉
张峰
侯代影
原葆
李晨
孙立愫
许有仓
彭石
荆明
张俊
陈多谋
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Powerchina Railway Construction Co Ltd
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Powerchina Railway Construction Co Ltd
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Priority to CN201711389770.XA priority Critical patent/CN108103945B/en
Publication of CN108103945A publication Critical patent/CN108103945A/en
Application granted granted Critical
Publication of CN108103945B publication Critical patent/CN108103945B/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2/00Bridges characterised by the cross-section of their bearing spanning structure
    • E01D2/04Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type

Abstract

The present invention relates to construction of cast-in-situ box-beam equipment technical fields, the whole landing mould bases of specially a kind of cast-in-situ box girder, it solves time-consuming and laborious using conventional frame body during box girder construction, it is relatively low using mobile formwork sexual valence, the problem of lacking high safety performance landing mould bases simultaneously, it is included in the symmetrically arranged fore-stock in adjacent pier stud center line both ends and after-poppet, the box beam external mold with support is connected on template cross member, template cross member top is provided with counterweight away from pier stud center, fore-stock and after-poppet include frame body, main lifting cylinder is fixed on horizontal ram beam, horizontal ram beam lower part is provided with horizontal coupling beam and the two opposite can be slided, transverse adjusting oil cylinder is provided between horizontal coupling beam and horizontal ram beam.The lateral adjustment device of the present invention is arranged on the bottom of mould bases, it would be possible to cause the decentralization of stress change location so that mould bases whole stability under loading during lateral adjustments, while further enhance using counterweight the stability of mould bases.

Description

A kind of whole landing mould bases of cast-in-situ box girder
Technical field
The present invention relates to construction of cast-in-situ box-beam equipment technical fields, are specially a kind of whole landing mould bases of cast-in-situ box girder.
Background technology
Fast development with country's urban construction and the continuous input to infrastructure, overpass, railway light rail bridge Largely show.Mobile formwork is progressively popularized in beam processed construction, due to mobile formwork beam need not both build it is huge prefabricated Liang Chang, it is not required that the fortune beam setting up girder of large-tonnage, so as to reduce a large amount of costs for building Liang Chang;Meanwhile mobile formwork system Beam can effectively ensure that construction speed and the passability in road under bridge face from the limitation in space.But what is had to take into account that is mobile mould The making processing cost of frame is higher, and the construction personnel of each department is needed to have higher tacit degree and allotment in the construction process Performance is high to the competency profiling of unit in charge of construction.
When in the wild or when blocked road carries out beam processed construction, running into road surface support force preferably and need not consider construction location When passing through performance of bridge bottom can substantially reduce cost using frame body support.But during using raft support method construction, stent sets up week Phase is long, safety of structure is poor, frame pipe consumption is big, and stent raw material are susceptible to corrosion, deformation, cracking in circular flow The problems such as, influence structure safety;When using the construction of such frame body complete one across after, due to itself not possessing mobility, therefore need Again frame body is set up, it is time-consuming and laborious.There is the supporting frame that portion of techniques personnel devise ground mobile, but study carefully its essence For, essence is to realize moving horizontally for frame body, but die sinking, the conjunction of box beam external mold by installing fixing bracket body additional mobile device The system that mold device is carried using template is realized that, since the matching degree of the two system is poor, frame body extremely topples, sternly Construction safety is endangered again.
The content of the invention
The present invention in order to solve in road surface support force preferably and in the case of construction location bridge bottom need not be considered by performance, It is time-consuming and laborious using conventional frame body, it is relatively low using mobile formwork sexual valence, while lack the problem of high safety performance lands mould bases again, Provide a kind of cast-in-situ box girder integrally landing mould bases.
The present invention is achieved through the following technical solutions:A kind of whole landing mould bases of cast-in-situ box girder, is included in adjacent The symmetrically arranged fore-stock in pier stud center line both ends and after-poppet, fore-stock is identical with after-poppet structure and top is elongated is provided with Girder, fore-stock and after-poppet bottom are provided with the traveling wheel that can be moved along girder length direction, are arranged at intervals between girder Perpendicular template cross member, template cross member pier stud position of center line be bolted separable structure, template bottom The box beam external mold with support is connected on crossbeam, template cross member top is provided with counterweight, fore-stock away from pier stud center Include frame body with after-poppet, hoisting frame is provided at the top of frame body, frame body bottom is provided with main lifting cylinder and lifting unit peace Dismantling device, main lifting cylinder are fixed on horizontal ram beam, and horizontal ram beam lower part is provided with horizontal coupling beam and the two being capable of phase To sliding, transverse adjusting oil cylinder is provided between horizontal coupling beam and horizontal ram beam.
Frame body is formed by multiple lifting unit composite assemblies, and most lower section lifting unit is connected with main lifting cylinder, each Connecting hole A is provided in the middle part of lifting unit, inside connecting rod is provided between adjacent lifting unit, inside connecting rod includes setting in a word The cross bar put and the bridging set in × word, cross bar and bridging are in interlaced arrangement.
Lifting unit peace dismantling device is arranged on main lifting cylinder both sides, including lifting beam position-limited rack, lifting unit dismounting oil Cylinder and lifting beam, the rectangular frame structure of lifting beam position-limited rack and bottom centre position are fixed with lifting unit dismounting oil cylinder to be connected It connects, the hydraulic stem of lifting unit dismounting oil cylinder is connected with lifting beam, and lifting beam can move vertically along lifting beam position-limited rack, carry The one end for rising beam towards frame body is provided with lengthening block, lengthens and is provided with the connection that can be matched with the connecting hole of lifting unit on block Hole B.
Girder is the combining structure of hollow rectangle beam, triangle-frame and Filled Rectangle beam, and triangle-frame is arranged on hollow square The middle part of ellbeam and Filled Rectangle beam.
The height modulus of lifting unit is one kind in 0.5~2 meter, preferably 0.5 meter or 1 meter or 1.5 meters.
The pedestal of transverse adjusting oil cylinder is connected with horizontal coupling beam, and the hydraulic stem of transverse adjusting oil cylinder connects with horizontal ram beam It connects.
The stroke of lifting unit dismounting oil cylinder is more than the height modulus of selected lifting unit.
Traveling wheel is arranged on the outside of horizontal coupling beam and the length of the rotation direction of traveling wheel and horizontal coupling beam is to vertical, walking Wheel is set in orbit, and rail inferior portion is lined with sleeper.
Hydraulic station is additionally provided on mould bases, hydraulic station is fixed in horizontal coupling beam, and hydraulic station is connected to by oil pipe Lifting unit dismounting oil cylinder, main lifting cylinder and transverse adjusting oil cylinder.
The longitudinal direction that the present invention realizes whole landing mould bases by traveling wheel is walked, and band is realized by transverse adjusting oil cylinder Support box beam external mold moves horizontally, and demoulds or cross pier stud transposition construction in the case where not removing convenient for mould bases.Due to normal The device of rule folding template is arranged at the bed die position of template so that landing mould bases stress in demoulding or replacing work progress It easily changes, mould bases is caused to topple, jeopardize the life security of construction personnel.The lateral adjustment device of the present invention is arranged on mould bases Bottom, it would be possible to cause the decentralization of stress change location so that mould bases whole stability under loading during lateral adjustments, The stability of mould bases is further enhanced using counterweight simultaneously.The present invention is higher for ground bearing pressure and height is no more than 15 meters Construction of cast-in-place box girders construction have high cost performance and security, be worth promoting the use of a large area.
Description of the drawings
Fig. 1 is the structural representation front view of the present invention;
Fig. 2 is the structural representation side view of present invention support higher position;
Fig. 3 is the structural representation side view of present invention support lower position;
Fig. 4 is the structure diagram of the box beam external mold with support in Fig. 2 or Fig. 3;
Fig. 5 is the decomposition texture schematic diagram of fore-stock and after-poppet in Fig. 2;
Fig. 6 is the structure diagram of lifting unit lifting means;
Fig. 7 is the structural representation side view of lifting unit peace dismantling device;
Fig. 8 is the structure diagram of girder.
In figure:1- fore-stocks, 2- after-poppets, 3- girders, 4- template cross members, box beam external molds of the 5- with support, 6- box beams Internal model, 7- frame bodies, 8- lifting units dismounting oil cylinder, the main lifting cylinders of 9-, 10- transverse direction coupling beams, 11- hydraulic stations, 12- pier studs, 13- Counterweight, 14- transverse adjusting oil cylinders, 15- traveling wheels, 16- lifting beams, 17- inside connecting rods, 18- lifting units, 19- hoisting frames, 20- lifting beam position-limited racks, 21- sleepers, 22- transverse direction ram beams, 23- lengthen block, 24- hollow rectangle beams, 25- triangle-frames, 26- Filled Rectangle beam, 27- tracks.
Specific embodiment
With reference to Fig. 1~Fig. 8, the present invention will be further described, and a kind of whole landing mould bases of cast-in-situ box girder is included in phase The symmetrically arranged fore-stock 1 in adjacent 12 center line both ends of pier stud and after-poppet 2, fore-stock 1 is identical with 2 structure of after-poppet and top leads to Length is provided with girder 3, and fore-stock 1 and 2 bottom of after-poppet are provided with the traveling wheel 15 that can be moved along 3 length direction of girder, main Perpendicular template cross member 4 is arranged at intervals between beam 3, template cross member 4 is to be bolted in 12 position of center line of pier stud Separable structure, the box beam external mold 5 with support is connected on template cross member 4,4 top of template cross member is away from pier stud 12 Heart position is provided with counterweight 13, and fore-stock 1 and after-poppet 2 include frame body 7, and 7 top of frame body is provided with hoisting frame 19, frame body 7 Bottom is provided with main lifting cylinder 9 and lifting unit peace dismantling device, and main lifting cylinder 9 is fixed on horizontal ram beam 22, laterally 22 lower part of ram beam is provided with horizontal coupling beam 10 and the two opposite can be slided, and is set between horizontal coupling beam 10 and horizontal ram beam 22 There is transverse adjusting oil cylinder 14.
The stroke of lifting unit dismounting oil cylinder 8 is more than the height modulus of selected lifting unit 18.
Traveling wheel 15 be arranged on the rotation direction of the outside of horizontal coupling beam 10 and traveling wheel 15 and the length of horizontal coupling beam 10 to Vertically, traveling wheel 15 is set in orbit, and rail inferior portion is lined with sleeper 21.
Hydraulic station 11 is additionally provided on mould bases, hydraulic station 11 is fixed in horizontal coupling beam 10, and hydraulic station 11 passes through oil pipe point Lifting unit dismounting oil cylinder 8, main lifting cylinder 9 and transverse adjusting oil cylinder 14 are not connected with.
Before use, needing to assemble present invention landing mould bases, carry out smooth to ground before assembling and lay railway sleepers 21, 21 top trapped orbit of sleeper simultaneously ensures stabilized structure;Specifically assembling process is:Laterally connect in 15 over-assemble of traveling wheel first Beam 10, be connected in horizontal coupling beam 10 horizontal ram beam 22, and the pedestal of transverse adjusting oil cylinder 14 is connected with horizontal coupling beam 10, horizontal stroke It is connected to the hydraulic stem for adjusting oil cylinder 14 with horizontal ram beam 22.
Further traveling wheel 15 is positioned on track, main lifting cylinder 9, main lifting are fixed on horizontal 22 top of ram beam Frame body 7 is fixed on oil cylinder 9, frame body 7 is formed by multiple 18 composite assemblies of lifting unit, and most lower section lifting unit 18 is connected with Main lifting cylinder 9, each 18 middle part of lifting unit are provided with connecting hole A, inside connecting rod are provided between adjacent lifting unit 18 17, inside connecting rod 17 includes the cross bar set in a word and the bridging set in × word, cross bar and bridging in staggeredly cloth It puts.The height modulus selectable range of specific lifting unit 18 is 0.5~2 meter, can pour highly to be changed according to box beam It calculates, any one of preferable 0.5 meter or 1 meter or 1.5 meters after conversion, two kinds of combination can also be carried out.In fore-stock 1 with after Girder 3 is installed respectively on stent 2, girder 3 is the combining structure of hollow rectangle beam 24, triangle-frame 25 and Filled Rectangle beam 26, Triangle-frame 25 is arranged on the middle part of hollow rectangle beam 24 and Filled Rectangle beam 26.
The length direction of girder 3 is identical with the erection direction of box beam;Further, the installation form cross member on girder 3 4, template cross member 4 is bolted separable structure in 12 position of center line of pier stud, and band branch is connected on template cross member 4 The box beam external mold 5 of support, 4 top of template cross member are provided with counterweight 13 away from 12 center of pier stud.
The installation of lifting unit peace dismantling device is further carried out, lifting unit peace dismantling device is arranged on main 9 liang of lifting cylinder Side, including lifting beam position-limited rack 20, lifting unit dismounting oil cylinder 8 and lifting beam 16,20 rectangular framework knot of lifting beam position-limited rack Structure and bottom centre position dismount oil cylinder 8 with lifting unit and are fixedly connected, and the hydraulic stem of lifting unit dismounting oil cylinder 8, which is connected with, to be carried Beam 16 is risen, lifting beam 16 can move vertically along lifting beam position-limited rack 20, and one end of lifting beam 16 towards frame body 7, which is provided with, to be added Long block 23 lengthens and is provided with the connecting hole B that can be matched with the connecting hole A of lifting unit 18 on block 23, in connecting hole A and connection Pin is passed in the B of hole and realizes that the connection of the two is fixed.
During installation, need first to be attached hydraulic station 11 and lifting unit dismounting oil cylinder 8, the oil cylinder of lifting unit dismounting at this time 8 is in running order, and the connecting hole B that the connecting hole A of most lower section lifting unit 18 is lengthened to block 23 with lifting beam 16 is connected, and is started Lifting unit dismounting oil cylinder 8 makes it extend upwards, and most lower section lifting unit 18 rises together with lifting unit dismounting oil cylinder 8 at this time More than the distance of 18 height of lifting unit, further, can continue to place lifting unit 18 on main lifting cylinder 9, repeat with Upper step, until 7 height of frame body after the combination of lifting unit 18 reaches required setting height.7 height of frame body with During lifting unit 18 constantly increases, inside connecting rod 17 will be installed synchronously.
After installation is complete, by operating main lifting cylinder 9, the hydraulic stem of main lifting cylinder 9 is made to extend upwards, passes through frame body 7 rise is further driven to girder 3 and moves up, until the box beam external mold 5 with support reaches the specified elevation location of design;By After unwrapping wire determines that position is accurate, template cross member 4 can be attached fixation in 12 midline position of pier stud with bolt.
Further, the construction of box beam can be carried out, box girder construction can be in the box beam external mold 5 with support and box girder inner formwork 6 Cooperation is lower to carry out the binding of reinforcing bar and pouring for concrete.Wherein, box girder inner formwork 6 selects inflatable internal model or wooden model.
After box beam concrete pours completion and reaches design strength, the demoulding of box beam can be carried out.During the demoulding, behaviour is first passed through It decides lifting cylinder 9, the hydraulic stem of main lifting cylinder 9 is made to bounce back downwards, until 5 bottom of box beam external mold with support and cast-in-place case Leave 150~200mm in the bottom of beam concrete;Further, it can extend hydraulic stem by operating transverse adjusting oil cylinder 14, liquid Compression bar elongation drives horizontal ram beam 22 to be moved horizontally to the direction away from pier stud 12, until the box beam external mold 5 with support is with pouring Until the box beam concrete built completely disengages.
After the demoulding, by track spreading so that the whole landing mould bases of the present invention can move forward, and mobile transposition is by row It walks wheel 15 to realize, traveling wheel 15 is both needed to realize linkage from translator and motor.When before mould bases progress, need to block with pier stud 12 10 partial demolition of horizontal coupling beam of position after mould bases is moved to appropriate location, is reconnected horizontal coupling beam 10 using bolt It is fixed, mould bases is made to become firm whole.Lateral adjustment device is arranged on the bottom of mould bases in the present invention, it would be possible to stress be caused to become Change the decentralization of position so that mould bases whole stability under loading during lateral adjustments, while further strengthened using counterweight The stability of mould bases.

Claims (9)

1. a kind of whole landing mould bases of cast-in-situ box girder, it is characterised in that:It is included in adjacent pier stud(12)Center line both ends are symmetrical The fore-stock of setting(1)And after-poppet(2), fore-stock(1)And after-poppet(2)Structure is identical and top is elongated is provided with girder (3), fore-stock(1)And after-poppet(2)Bottom is provided with can be along girder(3)The traveling wheel of length direction movement(15), girder (3)Between be arranged at intervals with perpendicular template cross member(4), template cross member(4)In pier stud(12)Position of center line is spiral shell Tether the separable structure connect, template cross member(4)On be connected with support box beam external mold(5), template cross member(4)Top Away from pier stud(12)Center is provided with counterweight(13), fore-stock(1)And after-poppet(2)Include frame body(7), frame body(7) Top is provided with hoisting frame(19), frame body(7)Bottom is provided with main lifting cylinder(9)Pacify dismantling device, main lifting with lifting unit Oil cylinder(9)It is fixed on horizontal ram beam(22)On, horizontal ram beam(22)Lower part is provided with horizontal coupling beam(10)And the two can It is opposite to slide, horizontal coupling beam(10)With horizontal ram beam(22)Between be provided with transverse adjusting oil cylinder(14).
2. a kind of whole landing mould bases of cast-in-situ box girder according to claim 1, it is characterised in that:Frame body(7)By more A lifting unit(18)Composite assembly forms, and most descends section lifting unit(18)It is connected with main lifting cylinder(9), each lifting unit (18)Middle part is provided with connecting hole A, adjacent lifting unit(18)Between be provided with inside connecting rod(17), inside connecting rod(17)Including The cross bar set in a word and the bridging set in × word, cross bar and bridging are in interlaced arrangement.
3. a kind of move integrally according to claim 1 lands mould bases, it is characterised in that:Lifting unit peace dismantling device is set In main lifting cylinder(9)Both sides, including lifting beam position-limited rack(20), lifting unit dismounting oil cylinder(8)And lifting beam(16), promoted Beam position-limited rack(20)Rectangular frame structure and bottom centre position and lifting unit dismounting oil cylinder(8)It is fixedly connected, lifting is single Member dismounting oil cylinder(8)Hydraulic stem be connected with lifting beam(16), lifting beam(16)It can be along lifting beam position-limited rack(20)It does vertical Movement, lifting beam(16)Towards frame body(7)One end be provided with lengthening block(23), lengthen block(23)On be provided with can be single with lifting Member(18)The connecting hole B that match of connecting hole A.
4. a kind of whole landing mould bases of cast-in-situ box girder according to claim 1, it is characterised in that:Girder(3)It is hollow Rectangular beam(24), triangle-frame(25)With Filled Rectangle beam(26)Combining structure, triangle-frame(25)It is arranged on hollow rectangle Beam(24)With Filled Rectangle beam(26)Middle part.
5. a kind of whole landing mould bases of cast-in-situ box girder according to claim 2, it is characterised in that:Lifting unit(18)'s Height modulus is one kind in 0.5~2 meter, preferably 0.5 meter or 1 meter or 1.5 meters.
6. a kind of whole landing mould bases of cast-in-situ box girder according to claim 1, it is characterised in that:Transverse adjusting oil cylinder (14)Pedestal and horizontal coupling beam(10)Connection, transverse adjusting oil cylinder(14)Hydraulic stem and horizontal ram beam(22)Connection.
7. a kind of whole landing mould bases of cast-in-situ box girder according to claim 3, it is characterised in that:Lifting unit dismounting oil Cylinder(8)Stroke be more than selected lifting unit(18)Height modulus.
8. a kind of whole landing mould bases of cast-in-situ box girder according to claim 1, it is characterised in that:Traveling wheel(15)It sets In horizontal coupling beam(10)Outside and traveling wheel(15)Rotation direction and horizontal coupling beam(10)Length to vertical, traveling wheel(15) It sets in orbit, rail inferior portion is lined with sleeper(21).
9. a kind of cast-in-situ box girder according to any one in claim 1~8 lands mould bases with whole, it is characterised in that: Hydraulic station is additionally provided on mould bases(11), hydraulic station(11)It is fixed on horizontal coupling beam(10)On, hydraulic station(11)Pass through oil pipe point Lifting unit dismounting oil cylinder is not connected with(8), main lifting cylinder(9)And transverse adjusting oil cylinder(14).
CN201711389770.XA 2017-12-21 2017-12-21 A kind of whole landing mould bases of cast-in-situ box girder Active CN108103945B (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108999085A (en) * 2018-07-20 2018-12-14 浙江交工宏途交通建设有限公司 Sea area construction of cast-in-situ box-beam bracket and sea area construction of cast-in-situ box-beam method

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Publication number Priority date Publication date Assignee Title
CN1337498A (en) * 2000-08-03 2002-02-27 章启光 In-situ support system and its construction method
JP2007044956A (en) * 2005-08-09 2007-02-22 Oriental Construction Co Ltd Mold device for curved line beam
CN201704630U (en) * 2010-05-25 2011-01-12 中铁十八局集团第三工程有限公司 Slippage die carrier of concrete cast-in-situ continuous beam
CN102660925A (en) * 2012-06-06 2012-09-12 长安大学 Moveable formwork for variable-width curved bridge
CN202658533U (en) * 2012-06-06 2013-01-09 长安大学 Movable formwork of curved bridge with variable width
CN206368328U (en) * 2016-12-08 2017-08-01 济南城建集团有限公司 A kind of box beam four moves integrally die carrier structure across one-piece casting

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1337498A (en) * 2000-08-03 2002-02-27 章启光 In-situ support system and its construction method
JP2007044956A (en) * 2005-08-09 2007-02-22 Oriental Construction Co Ltd Mold device for curved line beam
CN201704630U (en) * 2010-05-25 2011-01-12 中铁十八局集团第三工程有限公司 Slippage die carrier of concrete cast-in-situ continuous beam
CN102660925A (en) * 2012-06-06 2012-09-12 长安大学 Moveable formwork for variable-width curved bridge
CN202658533U (en) * 2012-06-06 2013-01-09 长安大学 Movable formwork of curved bridge with variable width
CN206368328U (en) * 2016-12-08 2017-08-01 济南城建集团有限公司 A kind of box beam four moves integrally die carrier structure across one-piece casting

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108999085A (en) * 2018-07-20 2018-12-14 浙江交工宏途交通建设有限公司 Sea area construction of cast-in-situ box-beam bracket and sea area construction of cast-in-situ box-beam method

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