CN103132453A - Automatic opening and closing movable template system - Google Patents

Automatic opening and closing movable template system Download PDF

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Publication number
CN103132453A
CN103132453A CN2011103837033A CN201110383703A CN103132453A CN 103132453 A CN103132453 A CN 103132453A CN 2011103837033 A CN2011103837033 A CN 2011103837033A CN 201110383703 A CN201110383703 A CN 201110383703A CN 103132453 A CN103132453 A CN 103132453A
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CN
China
Prior art keywords
template
framework
horizontal
associate
mobile formwork
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Pending
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CN2011103837033A
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Chinese (zh)
Inventor
陈礼忠
金仁兴
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SHANGHAI FOUNDATION ENGINEERING Co Ltd
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SHANGHAI FOUNDATION ENGINEERING Co Ltd
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Priority to CN2011103837033A priority Critical patent/CN103132453A/en
Publication of CN103132453A publication Critical patent/CN103132453A/en
Pending legal-status Critical Current

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Abstract

The invention relates to an automatic opening and closing movable template system. The automatic opening and closing movable template system comprises a movable formwork main beam, a transverse connecting system, a bottom die, a side die, a side die support and a supporting trolley. The automatic opening and closing movable template system is characterized in that the bottom die is composed of a left template and a right template, the transverse connecting system is composed of a left framework and a right framework, the left template and the right template are fixedly connected with the side faces of the left beam and the right beam of the movable formwork main beam through the left framework and the right framework, two side templates are respectively placed on the left beam and the right beam of the movable formwork main beam, and the left beam and the right beam of the movable formwork main beam respectively falls into an inner side slide framework and an outer side slide framework of the supporting trolley. The automatic opening and closing movable template system is a movable template used for box girder moving formwork construction, and particularly suitable for the disadvantages that the requirement on a construction time limit for a project is strict, the height of a bridge pier is high, span diameters are even, the sizes of box girder cross sections are the same, rivers and valleys are crossed, or traffic restriction requirement is high.

Description

From folding moving die plate system
Technical field
The present invention relates to a kind of moving die plate system for the bridge superstructure Construction of Continuous Box Beam, especially a kind of mobile formwork from open-close system.
Background technology
Mobile formwork bridge fabrication machine is a kind of template that carries, and utilizes two groups of steel case beam support templates, concrete beam is pursued the construction machinery of hole cast in situs.Construction Through Form on Traveler characteristics: be applicable to build bridge superstructure in deep water or high pier stud use support or the uneconomic situation of other job practices, the number of turnover is many, turnaround time is short, the use auxiliary equipment is few, reduce the waste of manpower goods and materials, be specially adapted to the multispan in-situ beam casting, both guaranteed workmanship, again can accelerating construction progress, have good economic benefit.
In Chong Qi passage (Shanghai section) V mark 7 * 50m continuous box girder mobile formwork bridge fabrication machine construction technology, the design of exterior sheathing and construction are larger construction Difficulties, if often all complete by mounting or dismounting across the case girder steel formwork, its construction cost is larger, and box girder construction complete after exterior sheathing dismounting and move to next and affect greatly the duration across construction.Therefore, need a kind of moving die plate of design system to solve above problem.
Summary of the invention
The present invention is that will to solve existing mobile formwork bridge fabrication machine exterior sheathing construction cost high, the technical problem of circulation difficulty, and provide one from folding moving die plate system, this system utilizes the girder of mobile formwork and supports chassis, exterior sheathing is divided into two groups of left and right traversing to both sides, mobile formwork is moved on to next cross-location, with abundant minimizing exterior sheathing input amount, reduce construction cost, save the duration.
To achieve these goals, the technical scheme that the present invention takes: a kind of from folding moving die plate system, comprise the mobile formwork girder, horizontal-associate system, bed die, side form, side form supports, and supports chassis, and be characterized in: bed die is made of left and right template, the horizontal-associate system is made of left and right framework, and left and right template is fixedly connected with the left and right beam sides of mobile formwork girder by left and right framework respectively; Two side templates are shelved on respectively above the left and right beam of mobile formwork girder, the left and right beam of mobile formwork girder fall within respectively support chassis in, on the balladeur train of the outside.
Support chassis by bogie frame, inboard balladeur train, outside balladeur train, the support top oil cylinder forms, in bogie frame two ends connect respectively, outside balladeur train, the middle support top oil cylinder that connects.
The left and right framework of horizontal-associate system is by horizontal-associate, spiral top, and connecting bolt forms, and during matched moulds, the horizontal-associate of left and right framework is fixed by connecting bolt; Spiral top contacts with at the bottom of bed die, is used for adjusting the bed die absolute altitude.
Beneficial effect of the present invention is:
1) transfer and installation rate are fast., need not hanging device and shift by horizontal-associate system and the traction of support chassis from the folding template system.
2) use safety.The bolt that the side form of template system supports by side form connect with girder on, bed die connect with horizontal-associate on, safe and reliable.
3) technique is advanced.This technique changes the mobile formwork exterior sheathing from the folding template into by routine dismounting template, has reduced the input amount of template, has also saved the duration.
Description of drawings
Fig. 1 is structural representation of the present invention;
Fig. 2 is die sinking schematic diagram of the present invention;
Fig. 3 is horizontal-associate system architecture schematic diagram;
Fig. 4 is brace table bassinet structure schematic diagram.
The specific embodiment
The present invention is further illustrated below in conjunction with accompanying drawing and embodiment.
As Fig. 1, of the present invention from folding moving die plate system shown in 2, comprise mobile formwork girder 1 horizontal-associate system 2, bed die 6, side form 7, side form supports 8, supports chassis 4 etc.
Bed die 6 is made of left and right template, and horizontal-associate system 2 is made of left and right framework, and left and right template is fixedly connected with the left and right beam sides of mobile formwork girder 1 by left and right framework respectively; Two side templates 7 are shelved on respectively above the left and right beam of mobile formwork girder 1, the left and right beam of mobile formwork girder 1 fall within respectively support chassis 4 in, on outside balladeur train 13,14.
As shown in Figure 3, horizontal-associate system 2 is by horizontal-associate 10, spiral top 11, and connecting bolt 16 forms, and connecting bolt 16 forms, and during matched moulds, the horizontal-associate 10 of left and right framework is fixing by connecting bolt 16, and spiral top contact with 6 ends of bed die, for adjustment bed die 6 absolute altitudes.
As shown in Figure 4, support chassis 4 by bogie frame 12, inboard balladeur train 13, outside balladeur train 14, support top oil cylinder 15 forms.In bogie frame 12 two ends connect respectively, outside balladeur train 13,14, the middle support top oil cylinder 15 that connects.
Specific construction process of the present invention:
1) bed die 6 upper ends are beam structure, and side template 7 is shelved on mobile formwork girder 1.
2) by mobile formwork 1 integral body being transferred 200mm, the whole demoulding of mobile formwork 1.
3) support on chassis 4 before and after mobile formwork 1 integral body falls within, unclamp horizontal-associate system 2, start the sideslip oil cylinder that supports on chassis 4, it is traversing to both sides that mobile formwork 1 is divided into left and right beam, handle simultaneously the sideslip oil cylinder of single girder front and back supporting chassis 4, the left and right beam of mobile formwork 1 is outside traversing 3.75m respectively, and mobile mobile formwork 1 is moved on to next cross-location.
4) after vertical shift puts in place, the left and right beam of mobile formwork 1 is closed up to the middle part put in place, connect horizontal-associate 2 and bed die 6 middle part connecting bolts.
5) unclamp the mould bases jacking cylinder that hangs on supporting chassis 4, fall within on pier-side bracket 3.
6) with mobile formwork 1 jacking to beam absolute altitude processed, then install and hang shoulder pole girder, mobile formwork 1 is in place carries out the box-beam structure construction.
The shoulder pole girder of hanging of the present invention should be noted the following aspects in construction:
1) steel form when traversing die sinking and vertical shift, should guarantee that two are separated the synchronous traversing or vertical shift of girder, guarantee the resistance to overturning of structure.
2) the die sinking stage, must design as required balancing weight 9 on girder, to guarantee monolithic girder lateral stability.Balancing weight quantity and weight is according to calculative determination, and is mounted on girder before construction.
3) within single form plane unevenness was controlled at 1.5mm, between template, faulting of slab ends was not more than 1mm, and between template, the gap is not more than 1.5mm.The steel form camber is determined according to calculating and loading test, and is supported 8 by spiral top 11 and side form and regulate.
Embodiment: Chong Qi passage (Shanghai section) V mark shoal section 7 * 50m continuous box girder employing mobile formwork bridge fabrication machine cast-in-place construction technique, the mobile formwork template adopt development voluntarily from folding moving die plate system, reduce construction cost, save the duration and improve the box girder construction quality.

Claims (3)

1. one kind from folding moving die plate system, comprise mobile formwork girder (1), horizontal-associate system (2), bed die (6), side form (7), side form supports (8), support chassis (4), it is characterized in that: described bed die (6) is made of left and right template, and horizontal-associate system (2) is made of left and right framework, and left and right template is fixedly connected with by the left and right beam sides of left and right framework with mobile formwork girder (1) respectively; Two side templates (7) are shelved on respectively above the left and right beam of mobile formwork girder (1), the left and right beam of mobile formwork girder (1) fall within respectively support chassis (4) in, on outside balladeur train (13,14).
2. according to claim 1 from folding moving die plate system, it is characterized in that; Described support chassis (4) is by bogie frame (12), inboard balladeur train (13), and outside balladeur train (14), support top oil cylinder (15) forms, in bogie frame (12) two ends connect respectively, outside balladeur train (13,14), the middle support top oil cylinder (15) that connects.
3. according to claim 1 from folding moving die plate system, it is characterized in that; The left and right framework of described horizontal-associate system (2) is by horizontal-associate (10), spiral top (11), and connecting bolt (16) forms, and during matched moulds, the horizontal-associate of left and right framework (10) is fixing by connecting bolt (16); Spiral top contacted with bed die (6) end, was used for adjusting bed die (6) absolute altitude.
CN2011103837033A 2011-11-28 2011-11-28 Automatic opening and closing movable template system Pending CN103132453A (en)

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Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
CN2011103837033A CN103132453A (en) 2011-11-28 2011-11-28 Automatic opening and closing movable template system

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CN103132453A true CN103132453A (en) 2013-06-05

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103397602A (en) * 2013-08-19 2013-11-20 中铁四局集团建筑工程有限公司 Support frame system for box girder
CN103572707A (en) * 2013-11-21 2014-02-12 中铁六局集团有限公司 Box girder steel outer template and construction method thereof
CN107313352A (en) * 2017-08-11 2017-11-03 山东省路桥集团有限公司 Upstroke movable framework bed die automatic open-close system and bed die automatic open-close method
CN109610340A (en) * 2019-01-09 2019-04-12 山东恒堃机械有限公司 A kind of novel cross-beam structure
CN111455852A (en) * 2020-04-08 2020-07-28 中交路桥华南工程有限公司 Assembling method of movable formwork for bridge construction

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Publication number Priority date Publication date Assignee Title
JPH11181724A (en) * 1997-12-22 1999-07-06 Maeda Corp Method for constructing horizontal beam of main tower made of concrete
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CN201065511Y (en) * 2007-02-14 2008-05-28 广东省长大公路工程有限公司 Mobile die carrier bridge fabrication machine for thin wall high frusta
CN101509230A (en) * 2009-03-10 2009-08-19 武汉众磊工程机械技术有限公司 Overlap beams downstriker movable mould frame bridging machine
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

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11181724A (en) * 1997-12-22 1999-07-06 Maeda Corp Method for constructing horizontal beam of main tower made of concrete
CN201010860Y (en) * 2007-02-14 2008-01-23 中铁大桥局集团第一工程有限公司 Downgoing movable mould base integral construction bridging machine
CN201065511Y (en) * 2007-02-14 2008-05-28 广东省长大公路工程有限公司 Mobile die carrier bridge fabrication machine for thin wall high frusta
CN101509230A (en) * 2009-03-10 2009-08-19 武汉众磊工程机械技术有限公司 Overlap beams downstriker movable mould frame bridging machine
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

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Title
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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103397602A (en) * 2013-08-19 2013-11-20 中铁四局集团建筑工程有限公司 Support frame system for box girder
CN103572707A (en) * 2013-11-21 2014-02-12 中铁六局集团有限公司 Box girder steel outer template and construction method thereof
CN103572707B (en) * 2013-11-21 2015-11-04 中铁六局集团有限公司 Case girder steel outer template and construction method
CN107313352A (en) * 2017-08-11 2017-11-03 山东省路桥集团有限公司 Upstroke movable framework bed die automatic open-close system and bed die automatic open-close method
CN107313352B (en) * 2017-08-11 2023-06-16 山东省路桥集团有限公司 Automatic opening and closing system and method for bottom die of upward movable die carrier
CN109610340A (en) * 2019-01-09 2019-04-12 山东恒堃机械有限公司 A kind of novel cross-beam structure
CN111455852A (en) * 2020-04-08 2020-07-28 中交路桥华南工程有限公司 Assembling method of movable formwork for bridge construction

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Application publication date: 20130605