CN104894943A - Integral formwork for road and bridge drainage ditch construction concrete pouring - Google Patents
Integral formwork for road and bridge drainage ditch construction concrete pouring Download PDFInfo
- Publication number
- CN104894943A CN104894943A CN201510312317.3A CN201510312317A CN104894943A CN 104894943 A CN104894943 A CN 104894943A CN 201510312317 A CN201510312317 A CN 201510312317A CN 104894943 A CN104894943 A CN 104894943A
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- Prior art keywords
- demoulding
- road
- hinged
- lifting
- concrete pouring
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- 238000010276 construction Methods 0.000 title claims abstract description 19
- 238000009415 formwork Methods 0.000 title abstract description 12
- 230000007547 defect Effects 0.000 abstract description 4
- 230000002787 reinforcement Effects 0.000 abstract description 4
- 238000009416 shuttering Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 229920002472 Starch Polymers 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000001953 sensory effect Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Sewage (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses an integral formwork for road and bridge drainage ditch construction concrete pouring. According to the integral formwork for road and bridge drainage ditch construction concrete pouring, vertical connection beams and transversal connection beams are fixed below a fixed beam; lifting slide grooves are fixed at the both sides of the vertical connection beams at the both ends; lifting slide columns penetrate through the lifting slide grooves and are connected with travelling wheels on a rail; a drive oil cylinder is hinged between the rail and a travelling wheel support; lifting oil cylinders on the lifting slide grooves are hinged with the lifting slide columns; mould release oil cylinders are fixed above the transversal connection beams, and mould release slide tubes and slide sleeves are arranged below the transversal connection beams; mould release slide rods penetrate through the slide sleeves and are hinged with the mould release oil cylinders, and the lower ends of the mould release slide rods are hinged with movable locking sheets and connected with the formwork. The integral formwork for road and bridge drainage ditch construction concrete pouring disclosed by the invention overcomes the defects existing during bracing reinforcement for formworks used for the present drainage ditch concrete pouring, the formworks are connected together to form the integral formwork, slab staggering is avoided during concrete pouring, the formworks at the both sides of a drainage ditch are connected by a support, capable of automatically moving without detachment after mould release, accurate in location, and simple and convenient to reinforce; the used constructors are few, the working efficiency is high, and the engineering quality can be ensured.
Description
Technical field
The present invention relates to gutter concrete pouring device of a kind of road and bridge, specifically gutter construction of a kind of road and bridge pouring concrete integral mold plate, belongs to road and bridge construction field.
Background technology
In road and bridge construction, its tunnel, bridge both sides must arrange gutter, current gutter construction pouring concrete adopts monolithic wooden form substantially, each construction needs to consume a large amount of lumps of wood and plank, due to narrow again after the little concrete formation in space between gutter and foundation stone, so template can only be made wood particle when making template, and then one piece of assembled formwork erection of block, due to narrow space during formwork erection, every one shuttering supporting can only be waited to reinforce and concrete setting just can carry out lower one shuttering supporting reinforcing after stripping, because template is that polylith is assembled, so be easy to occur swollen mode ship slurry phenomenon, to hole when wooden form is reinforced simultaneously, after the several circulation of use, porous wooden form will impact subsequent construction, assembled to water the gutter concrete surface outpoured not straight for polylith plank in addition, not round and smooth, visual sensory is poor, there is workmanship hidden danger, gutter pouring concrete also has employing steel form assembled, is also shunting bracing reinforcement, although there will not be swollen mode ship to starch phenomenon, but because the weight of steel form is large, dependence is manually lifted fortune construction and be there is potential safety hazard, even also needs, with loader or digging machine handling, easily to make template deformation.The common defects of above-mentioned two kinds of gutter construction formworks is that shuttering is reinforced in gradation, is so just difficult to ensure that the precision of gutter size is consistent, thus affects the bedding of follow-up drainage ditch cover plate.A kind of desirable integral mold plate is not also had in gutter construction of current road and bridge pouring concrete.
Summary of the invention
The object of the invention is to overcome in the pouring concrete of current gutter the defect adopted existing for the bracing reinforcement cast of shunting, and disclose gutter construction of a kind of road and bridge pouring concrete integral mold plate.
The vertical tie-beam of 4-6 root is fixed below a clamped beam, at all vertical tie-beam basal surface position fixed lateral tie-beams, in the vertical tie-beam both sides of rear and front end each fix one lifting chute, lifting traveller is through being elevated chute at its lower end difference connected row travelling wheel, track is provided with below two lengthwise rows travelling wheels, be hinged between track and road wheel support and drive oil cylinder, hoist cylinder is fixed in lifting chute upper end, the telescopic end of hoist cylinder is hinged at lifting traveller upper end, fixing 4-8 demoulding oil jar on lateral connection beam, demoulding slip pipe is provided with below the lateral connection beam of demoulding oil jar correspondence position, the lower end of demoulding slip pipe is provided with sliding sleeve, demoulding slide bar is hinged at the telescopic end of demoulding oil jar through sliding sleeve, both sides, demoulding slide bar lower end are the movable locking plate of hinge respectively, the other end hinge template of movable locking plate, control cabinet is provided with on vertical tie-beam end face.
Instant invention overcomes at present gutter pouring concrete template used at bracing reinforcement time the defect that exists, connect together template formation integral mold plate, there will not be faulting of slab ends when pouring concrete, the template of both sides, gutter connects with support, can automatic moving after the demoulding, need not fritter be disassembled into, be movably walking stable, accurate positioning, reinforce easy, constructor used is few, and operating efficiency is high, workmanship can ensure, can fulfil assignment task fast.
Accompanying drawing explanation
Accompanying drawing 1 is main TV structure schematic diagram of the present invention.
Accompanying drawing 2 is side-looking structural representation of the present invention.
Reference numeral title is as follows:
Track 1, road wheel 2, hoist cylinder 3, lifting chute 4, lifting traveller 5, demoulding oil jar 6, demoulding slide bar 7, vertical tie-beam 8, lateral connection beam 9, clamped beam 10, sliding sleeve 11, demoulding slip pipe 12, template 13, driving oil cylinder 14, movable locking plate 15, control cabinet 16.
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing, the present invention is described in further detail:
4 vertical tie-beams (8) are fixed below a clamped beam (10), all vertical tie-beams (8) basal surface position fixed lateral tie-beam (9), in vertical tie-beam (8) both sides of rear and front end each fix one lifting chute (4), lifting traveller (5) is through being elevated chute (4) in its lower end difference connected row travelling wheel (2), track (1) is provided with below two lengthwise rows travelling wheels (2), be hinged between track (1) and road wheel (2) support and drive oil cylinder (14), hoist cylinder (3) is fixed in lifting chute (4) upper end, the telescopic end of hoist cylinder (3) is hinged at lifting traveller (5) upper end, 6 demoulding oil jars (6) are fixed on lateral connection beam (9), demoulding slip pipe (12) is provided with below with the lateral connection beam (9) of demoulding oil jar (6) correspondence position, the lower end of demoulding slip pipe (12) is provided with sliding sleeve (11), demoulding slide bar (7) is hinged at the telescopic end of demoulding oil jar (6) through sliding sleeve (11), demoulding slide bar (7) both sides, lower end are the movable locking plate (15) of hinge respectively, the other end hinge template (13) of movable locking plate (15), control cabinet (16) is provided with on vertical tie-beam (8) end face.
Track is fixed in both sides, gutter on request before construction, again the road wheel of longitudinal direction of the present invention is placed on two siding tracks, switch on power startup control cabinet, operation hoist cylinder drives demoulding slide bar to move down along demoulding chute, slide bar of simultaneously trying to shirk responsibility promotes template by the movable locking plate being hinged at bottom and opens up into setting width in both sides to the left and right, then fluid concrete, the demoulding is got final product after concrete initial set is solid, starting control cabinet during the demoulding makes demoulding oil jar reclaim, drive demoulding slide bar simultaneously, movable locking plate makes template regain to demoulding slide bar center and forms V-shape, operating hoist cylinder again makes it promote lifting slide bar downwards, lifting chute and template is made to increase, operation drives oil cylinder to make it stretch out promotion four road wheels to walk forward or backward assigned address along rail again, start next construction process.
Claims (2)
1. road and bridge gutter construction pouring concrete integral mold plate, it is characterized in that technical scheme is as follows: the fixing vertical tie-beam of 4-6 root (8) below a clamped beam (10), all vertical tie-beams (8) basal surface position fixed lateral tie-beam (9), in vertical tie-beam (8) both sides of rear and front end each fix one lifting chute (4), lifting traveller (5) is through being elevated chute (4) in its lower end difference connected row travelling wheel (2), track (1) is provided with below two lengthwise rows travelling wheels (2), be hinged between track (1) and road wheel (2) support and drive oil cylinder (14), hoist cylinder (3) is fixed in lifting chute (4) upper end, the telescopic end of hoist cylinder (3) is hinged at lifting traveller (5) upper end, fixing 4-8 demoulding oil jar (6) on lateral connection beam (9), demoulding slip pipe (12) is provided with below with the lateral connection beam (9) of demoulding oil jar (6) correspondence position, the lower end of demoulding slip pipe (12) is provided with sliding sleeve (11), demoulding slide bar (7) is hinged at the telescopic end of demoulding oil jar (6) through sliding sleeve (11), demoulding slide bar (7) both sides, lower end are the movable locking plate (15) of hinge respectively, the other end hinge template (13) of movable locking plate (15), control cabinet (16) is provided with on vertical tie-beam (8) end face.
2. road and bridge according to claim 1 gutter construction pouring concrete integral mold plate, it is characterized in that: below a clamped beam (10), fix 4 vertical tie-beams (8), on lateral connection beam (9), fix 6 demoulding oil jars (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510312317.3A CN104894943B (en) | 2015-06-09 | 2015-06-09 | Road and bridge gutter construction concrete cast integral mold plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510312317.3A CN104894943B (en) | 2015-06-09 | 2015-06-09 | Road and bridge gutter construction concrete cast integral mold plate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104894943A true CN104894943A (en) | 2015-09-09 |
| CN104894943B CN104894943B (en) | 2017-03-08 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510312317.3A Active CN104894943B (en) | 2015-06-09 | 2015-06-09 | Road and bridge gutter construction concrete cast integral mold plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104894943B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107191205A (en) * | 2017-06-20 | 2017-09-22 | 中铁二十局集团第三工程有限公司 | Tunnel side wall inverted arch concrete cyclization cast automatic moving full arc template |
| CN108589465A (en) * | 2018-05-08 | 2018-09-28 | 杭州江润科技有限公司 | Cast-in-place concrete gutter rail gliding style formwork system and construction method |
| CN110158424A (en) * | 2019-06-12 | 2019-08-23 | 刘凌晓 | Concrete-pouring template |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20080099985A (en) * | 2007-05-11 | 2008-11-14 | 유경준설기산업(주) | Dredger by water and drainage |
| CN202945576U (en) * | 2012-06-19 | 2013-05-22 | 中铁十九局集团第一工程有限公司 | Overall movement template device for subgrade drainage ditch construction |
| CN203487517U (en) * | 2013-09-26 | 2014-03-19 | 中铁二十二局集团第六工程有限公司 | Drainage ditch formwork movement vehicle system |
| CN203685224U (en) * | 2014-01-09 | 2014-07-02 | 重庆广播电视大学 | Bicycle type formwork for tunnel ditch |
| CN204703023U (en) * | 2015-06-09 | 2015-10-14 | 中铁二十一局集团第四工程有限公司 | Road and bridge gutter construction pouring concrete integral mold plate |
-
2015
- 2015-06-09 CN CN201510312317.3A patent/CN104894943B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20080099985A (en) * | 2007-05-11 | 2008-11-14 | 유경준설기산업(주) | Dredger by water and drainage |
| CN202945576U (en) * | 2012-06-19 | 2013-05-22 | 中铁十九局集团第一工程有限公司 | Overall movement template device for subgrade drainage ditch construction |
| CN203487517U (en) * | 2013-09-26 | 2014-03-19 | 中铁二十二局集团第六工程有限公司 | Drainage ditch formwork movement vehicle system |
| CN203685224U (en) * | 2014-01-09 | 2014-07-02 | 重庆广播电视大学 | Bicycle type formwork for tunnel ditch |
| CN204703023U (en) * | 2015-06-09 | 2015-10-14 | 中铁二十一局集团第四工程有限公司 | Road and bridge gutter construction pouring concrete integral mold plate |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107191205A (en) * | 2017-06-20 | 2017-09-22 | 中铁二十局集团第三工程有限公司 | Tunnel side wall inverted arch concrete cyclization cast automatic moving full arc template |
| CN107191205B (en) * | 2017-06-20 | 2024-01-09 | 中铁二十一局集团第三工程有限公司 | Self-moving full-arc template for loop casting of tunnel side wall inverted arch concrete |
| CN108589465A (en) * | 2018-05-08 | 2018-09-28 | 杭州江润科技有限公司 | Cast-in-place concrete gutter rail gliding style formwork system and construction method |
| CN110158424A (en) * | 2019-06-12 | 2019-08-23 | 刘凌晓 | Concrete-pouring template |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104894943B (en) | 2017-03-08 |
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