CN201633115U - Track beam form - Google Patents

Track beam form Download PDF

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Publication number
CN201633115U
CN201633115U CN2010201143739U CN201020114373U CN201633115U CN 201633115 U CN201633115 U CN 201633115U CN 2010201143739 U CN2010201143739 U CN 2010201143739U CN 201020114373 U CN201020114373 U CN 201020114373U CN 201633115 U CN201633115 U CN 201633115U
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CN
China
Prior art keywords
assembly
template
track beam
jack
side form
Prior art date
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.)
Expired - Lifetime
Application number
CN2010201143739U
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Chinese (zh)
Inventor
韩阁
李春晖
孔凡华
向友仁
李伟奇
刘军
刘军科
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sixth Engineering Co Ltd of China Railway 11th Bureau Group Co Ltd
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Sixth Engineering Co Ltd of China Railway 11th Bureau Group Co Ltd
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Priority to CN2010201143739U priority Critical patent/CN201633115U/en
Application granted granted Critical
Publication of CN201633115U publication Critical patent/CN201633115U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The name of the utility model is a track beam form, belonging to the technical field of traffic track manufacturing equipment and mainly solving the problems that the popularity of the track beam form is poor, and the resource is wasted due to the linear fixation of the existing combination steel form. The utility model is mainly characterized in that the track beam form consists of a side form assembly, a bottom form assembly, an end form assembly, a side form adjusting jack, a form hanger, an inner form compaction mechanism, a working platform and an accessory assembly, wherein the side form assembly consists of a side form, a middle form, an upper part linear form and a base angle form assembly; the bottom form assembly consists of a bottom form vehicle frame and a bottom form; the end form assembly comprises an end form, an angle adjusting mechanism and a position adjusting mechanism; the side form adjusting jack comprises a spiral jack and a detection ruler; the form hanger consists of a hanger, a 3t pulley block and a crane track beam; and the inner form compaction mechanism consists of a pressure lever, a pressing claw, an adjusting rod, a coupling seat and a pin shaft. The track beam form has the characteristics of simple and convenient operation, high production efficiency and high accuracy and is mainly used for manufacturing a track beam.

Description

The track girder template
Technical field
The utility model belongs to traffic track making apparatus technical field, is specifically related to a kind of high accuracy, high efficiency, adjustable track girder template.
Background technology
The track girder template is a requisite engineering machinery in the track girder construction.Combined steel formwork commonly used in the construction is linear fixing, this needs the template of different size with regard to the track girder that has caused different size, even on specification, there is the difference of a point point also will redesign template, this has caused the waste on the resource to a great extent, makes that again the engineering quantitative change is big and loses time.Such combined steel formwork is also easily deformable, though can proofread and correct by adjusting railway ballast, track accessory, increased many workloads undoubtedly and produced extra-pay, and it safeguards that adjusting certainly exists a lot of errors.
Summary of the invention
The purpose of this utility model is exactly that a kind of easy and simple to handle, production efficiency is high, precision is high track girder template is provided at above-mentioned deficiency.
Technical solution of the present utility model is: a kind of track girder template is characterized in that: adjusted jack, template suspender, internal mold hold-down mechanism, workbench and annex and formed by side form assembly, bed die assembly, end mould assembly, side form; Wherein, the side form assembly is made up of side template, intermediate die plate, the linear mould in top, base angle mould assembly; The bed die assembly is made up of bed die vehicle frame and end template; The end mould assembly is made up of Side Template, angle-adjusting mechanism, position adjusting mechanism and bracing or strutting arrangement; Side form is adjusted jack and is made up of screw jack, detection scale, jack holder, adjustment spanner; The template suspender is made up of suspender, 3t coaster, crane runway beam; The internal mold hold-down mechanism is made up of depression bar, paw, adjusting lever, connection seat and bearing pin.
Side form installed inside described in the technical solution of the present utility model has intermediate die plate, intermediate die plate is used for moulding PC beam sides chamfering groove, consistent in order to guarantee with PC beam retention wire deformationization on vertical curve, intermediate die plate can be adjusted its upper and lower position by adjusting screw rod, changes needs to satisfy line style.The linear mould in top is a triangular structure, and the linear template height in top can be controlled deck-molding and vertical curve is linear by adjusting.
End template described in the technical solution of the present utility model is formed (2 meters, 1.5 meters, 1 meter, 0.5 meter, 0.3 meter) by five kinds of length different templates can be assembled into different beam length bed dies as required.
Position adjusting mechanism in the end mould assembly described in the technical solution of the present utility model mainly is that the opposite end mould is horizontal, vertical, the location is accurately adjusted in the plan-position; Angle-adjusting mechanism mainly is that the location is accurately adjusted at mould inclination angle, opposite end, satisfies the inclination angle requirement of horizontal, the vertical curve opposite end of beam sheet mould; It is the support end mould that bracing or strutting arrangement mainly acts on, opposing concrete lateral pressure, anti-not-go-end mould displacement.
The utility model is owing to adopt side form assembly, bed die assembly, end mould assembly, side form to adjust the track girder template that jack, template suspender, internal mold hold-down mechanism, workbench and annex are formed, the side form installed inside has intermediate die plate, intermediate die plate is used for moulding orbit beam sides chamfering groove, end template adopts 2 meters, 1.5 meters, 1 meter, 0.5 meter, 0.3 meter five kinds of templates that length is different, thereby, same template can the production linear beam, can produce curve, build-up curve beam again; Making precision height; Light weight, remove and install conveniently.The utlity model has characteristics easy and simple to handle, that production efficiency is high, precision is high.The utility model is mainly used in track girder and makes.
Description of drawings
Fig. 1 is the overall structure schematic diagram of PC track girder template;
Fig. 2 is the end mould assembly structural representation of PC track girder template;
Fig. 3 is the bed die assembly structure schematic diagram of PC track girder template;
Fig. 4 is the side form assembly structure schematic diagram of PC track girder template;
Fig. 5 is the vertical view of Fig. 4;
Fig. 6 is PC side form jack structure figure;
Fig. 7 is side form hanger structure figure;
Fig. 8 is an internal mold compacting machine composition;
Fig. 9 is the linear mold mechanism figure in top.
The specific embodiment
Extremely shown in Figure 9 as Fig. 1.The utility model is mainly adjusted jack 1, template suspender 4, internal mold hold-down mechanism 6, workbench and annex 5 and is formed by side form assembly 2, bed die assembly 3, end mould assembly 7, side form.Wherein, side form assembly 2 is made up of side template 10, intermediate die plate 11, the linear mould 28 in top, base angle mould assembly 12.Bed die assembly 3 is made up of bed die vehicle frame 8 and end template 9.End mould assembly 7 is made up of Side Template 24, angle-adjusting mechanism 25, position adjusting mechanism 26 and bracing or strutting arrangement 27.Side form is adjusted jack 1 and is made up of screw jack 13, detection scale 14, jack holder 15, adjustment spanner 23.Template suspender 4 is made up of suspender 16,3t coaster 17, crane runway beam 18.Internal mold hold-down mechanism 6 is made up of depression bar 23, paw 19, adjusting lever 20, connection seat 22 and bearing pin 21.
Side form assembly 2 installed inside have intermediate die plate 11, intermediate die plate 11 is used for moulding PC beam sides chamfering groove, consistent with PC beam retention wire deformationization on vertical curve in order to guarantee, intermediate die plate 11 can be adjusted its upper and lower position by adjusting screw rod, changes needs to satisfy line style.The linear mould 28 in top is a triangular structure, and the length of side is 30 * 60 (mm), can control deck-molding and vertical curve is linear by the height of adjusting the linear mould 28 in top, and the height and position of the linear mould 28 in top is regulated by adjusting screw rod.The base angle mould assembly 12 of side form is the removable formula assembling mode of moving, and main effect is a conveniently moving during for bottom chamfer moulding of beam sheet and form removal, and it is to be to strengthen the base angle mould to seal with bed die that material adopts the purpose of rubber.
End template 9 is made up of five kinds of length different templates, can be assembled into different beam length bed dies as required, and wide accommodation is torn open and pieced together conveniently.Bed die assembly 3 major functions are to bear the bottom shape of beam sheet weight and control beam sheet, also have the translocation of track girder simultaneously, are positioned on the track of special laying, and its position is relatively-stationary.The bottom of bed die assembly 3 is provided with five cover set of wheels, has alleviated construction weight.The position adjusting mechanism 26 of end mould assembly 7 mainly be to Side Template 24 laterally, vertically, the plan-position accurately adjusts the location.Angle-adjusting mechanism 25 mainly is that the location is accurately adjusted at Side Template 24 inclination angles, satisfies the inclination angle requirement of horizontal, the vertical curve opposite end of beam sheet template 24.Bracing or strutting arrangement 27 main effects are support end templates 24, and the opposing concrete lateral pressure prevents Side Template 24 displacements.
It is to guarantee that by top, the pressure of adjusting 13 pairs of side templates 10 of screw jack the track girder side is linear that side form is adjusted jack 1 main effect.Template suspender 4 its major function burden side template 10 weight and laterally mobile, convenient upright, striking job.Internal mold hold-down mechanism 6 its functions are fixing internal molds, and opposing internal mold buoyancy prevents the internal mold displacement.

Claims (3)

1. a track girder template is characterized in that: adjusted jack (1), template suspender (4), internal mold hold-down mechanism (6), workbench and annex (5) and formed by side form assembly (2), bed die assembly (3), end mould assembly (7), side form; Wherein, side form assembly (2) is made up of side template (10), intermediate die plate (11), the linear mould in top (28), base angle mould assembly (12); Bed die assembly (3) is made up of bed die vehicle frame (8) and end template (9); End mould assembly (7) is made up of Side Template (24), angle-adjusting mechanism (25), position adjusting mechanism (26) and bracing or strutting arrangement (27); Side form is adjusted jack (1) and is made up of screw jack (13), detection scale (14), jack holder (15); Template suspender (4) is made up of suspender (16), 3t coaster (17), crane runway beam (18); Internal mold hold-down mechanism (6) is made up of depression bar (23), paw (19), adjusting lever (20), connection seat (22) and bearing pin (21).
2. a kind of track girder template according to claim 1 is characterized in that: described intermediate die plate is on the position of moulding orbit beam sides chamfering groove between the side template.
3. a kind of track girder template according to claim 1 and 2 is characterized in that: described end template is the template of 2 meters, 1.5 meters, 1 meter, 0.5 meter, 0.3 meter five kinds of different lengths.
CN2010201143739U 2010-02-02 2010-02-02 Track beam form Expired - Lifetime CN201633115U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010201143739U CN201633115U (en) 2010-02-02 2010-02-02 Track beam form

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010201143739U CN201633115U (en) 2010-02-02 2010-02-02 Track beam form

Publications (1)

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CN201633115U true CN201633115U (en) 2010-11-17

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CN2010201143739U Expired - Lifetime CN201633115U (en) 2010-02-02 2010-02-02 Track beam form

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CN (1) CN201633115U (en)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104097253A (en) * 2014-07-08 2014-10-15 北京交通大学 Environment-friendly movable precast track beam formwork system in straddle type monorail transit
CN104908149A (en) * 2015-06-30 2015-09-16 中铁二十三局集团有限公司 Template system of magnetic-levitation linear track beam and application method
CN104985674A (en) * 2015-07-22 2015-10-21 湖南中铁五新钢模有限责任公司 Formwork for prefabrication of prestressed concrete beam with adjustable curve radius
CN104999548A (en) * 2015-06-30 2015-10-28 中铁二十三局集团有限公司 Mechanical template system of curved magnetic levitation track beam and application method of mechanical template system
CN105014786A (en) * 2015-06-30 2015-11-04 中铁二十三局集团有限公司 Manufacture method for maglev track beam
CN105666657A (en) * 2016-04-11 2016-06-15 北京交通大学 Automatic template system for suspension type monorail traffic track beams
CN105697036A (en) * 2016-04-29 2016-06-22 中铁科工集团轨道交通装备有限公司 Multi-functional modular monorail PC beam template and construction method of PC beam
CN106863554A (en) * 2017-01-24 2017-06-20 北京交通大学 Monorail transit concrete track beam forms based on assembled technology
CN108501186A (en) * 2018-05-29 2018-09-07 中铁四局集团第二工程有限公司 A kind of pin-lift arrangement for track beam side
CN108556122A (en) * 2018-06-26 2018-09-21 中铁四局集团第二工程有限公司 PC track beam moulds
CN109227895A (en) * 2018-01-02 2019-01-18 太空智造股份有限公司 A kind of adjustment devices and methods therefor of building board frame
CN109366695A (en) * 2017-08-10 2019-02-22 比亚迪股份有限公司 Template component and track girder production method for track girder production
CN109808050A (en) * 2019-01-31 2019-05-28 中铁四局集团第二工程有限公司 A kind of curve PC track girder precast construction method

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104097253A (en) * 2014-07-08 2014-10-15 北京交通大学 Environment-friendly movable precast track beam formwork system in straddle type monorail transit
CN104999548B (en) * 2015-06-30 2018-02-13 中铁二十三局集团有限公司 Magnetic floats the mechanical template system of curve track beam and application method
CN104999548A (en) * 2015-06-30 2015-10-28 中铁二十三局集团有限公司 Mechanical template system of curved magnetic levitation track beam and application method of mechanical template system
CN105014786A (en) * 2015-06-30 2015-11-04 中铁二十三局集团有限公司 Manufacture method for maglev track beam
CN104908149A (en) * 2015-06-30 2015-09-16 中铁二十三局集团有限公司 Template system of magnetic-levitation linear track beam and application method
CN105014786B (en) * 2015-06-30 2018-08-07 中铁二十三局集团有限公司 Magnetic levitation track girder production method
CN104985674A (en) * 2015-07-22 2015-10-21 湖南中铁五新钢模有限责任公司 Formwork for prefabrication of prestressed concrete beam with adjustable curve radius
CN105666657A (en) * 2016-04-11 2016-06-15 北京交通大学 Automatic template system for suspension type monorail traffic track beams
CN105697036A (en) * 2016-04-29 2016-06-22 中铁科工集团轨道交通装备有限公司 Multi-functional modular monorail PC beam template and construction method of PC beam
CN106863554A (en) * 2017-01-24 2017-06-20 北京交通大学 Monorail transit concrete track beam forms based on assembled technology
CN109366695A (en) * 2017-08-10 2019-02-22 比亚迪股份有限公司 Template component and track girder production method for track girder production
CN109227895A (en) * 2018-01-02 2019-01-18 太空智造股份有限公司 A kind of adjustment devices and methods therefor of building board frame
CN109227895B (en) * 2018-01-02 2024-04-09 立方数科股份有限公司 Adjusting device and method for building board frame
CN108501186A (en) * 2018-05-29 2018-09-07 中铁四局集团第二工程有限公司 A kind of pin-lift arrangement for track beam side
CN108556122A (en) * 2018-06-26 2018-09-21 中铁四局集团第二工程有限公司 PC track beam moulds
CN109808050A (en) * 2019-01-31 2019-05-28 中铁四局集团第二工程有限公司 A kind of curve PC track girder precast construction method

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Granted publication date: 20101117

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