CN207448751U - Single-line box girder steel template with straight web plate unilateral transverse moving function - Google Patents
Single-line box girder steel template with straight web plate unilateral transverse moving function Download PDFInfo
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- CN207448751U CN207448751U CN201721569978.5U CN201721569978U CN207448751U CN 207448751 U CN207448751 U CN 207448751U CN 201721569978 U CN201721569978 U CN 201721569978U CN 207448751 U CN207448751 U CN 207448751U
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- Prior art keywords
- line box
- falsework
- single line
- box beam
- template
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 35
- 239000010959 steel Substances 0.000 title claims abstract description 35
- 238000009415 formwork Methods 0.000 claims abstract description 16
- 238000003032 molecular docking Methods 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
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Abstract
The utility model discloses a single-line box girder steel template with a straight web plate unilateral transverse moving function, which comprises a concrete bearing platform, an outer template panel, an inner template panel and a transverse moving system, wherein the concrete bearing platform comprises two bottom templates which are symmetrically arranged on the outer template panel; the inner template panel is of a U-shaped structure with a downward opening, the transverse moving system comprises a vertical jack, a transverse jack, a template support, a falsework, a slide rail and a slide rail trolley, and the slide rail is provided with two sections and is respectively provided with two outer side surfaces of the concrete bearing platforms; two groups of falsework are arranged on the outer side surface of the outer template panel of the single-line box girder in a fitting manner, and the lower part of the falsework is provided with a vertical jack; the formwork support is arranged below the outer formwork panel, and one end of the formwork support is fixedly connected with the falsework; the lower part of the template bracket is fixedly connected with the sliding rail trolley, and one side of the lower part of the sliding rail trolley, which is close to the concrete bearing platform, is provided with a transverse jack. This novel simple structure, the template can be dismantled, but reuse. Effectively avoided the mar that the back handle beam in-process produced of single line box girder drawing of patterns.
Description
Technical field
The utility model is related to road constructions to automate technical field of auxiliary equipment, and particularly a kind of straight web of band is unilateral horizontal
The single line box beam steel form of shifting function.
Background technology
During railway prefabricated single line box beam production, using steel form.Since single line beam is straight web, lifting beam machine bale handle with
During steel form departs from, outer web easily generates friction with box beam, and box beam outer surface is made black cut occur.
Tradition demoulding processing needs a large amount of hanging devices, and side form is dismantled, had bad luck and is lifted using haulage vehicle, is applied
Work cost is higher, and efficiency is low.Bale handle generates cut in the process after how effectively preventing the demoulding, ensures single line box beam appearance matter
Amount avoids the uneven stress of lifting beam machine and generates damage, improves demoulding treatment effeciency, save mechanical stage student contributions pooled to pay for class activities, reducing cost is
The technical issues of being badly in need of solving.
Utility model content
The purpose of this utility model is to provide a kind of single line box beam steel form of the straight web unilateral side traverse moving function of band, it is quick and
Highly practical, stripping rate is very fast, and using effect is good, can effectively improve demoulding treatment effeciency, saves mechanical stage student contributions pooled to pay for class activities, reduces
The single line box beam steel form of cost, the single line box beam outer surface that is more important is produced are not in black cut, appearance
Quality is good.
To achieve the above object, the utility model adopts the following technical solution：
A kind of single line box beam steel form of the straight web unilateral side traverse moving function of band, the steel form include concrete bearing platform 9, outer
Form surfacing 1, inner template panel 2 and crossing system,
There are two the concrete bearing platforms 9 and is symmetricly set on the end template 10 of exterior sheathing panel 1；
The inner template panel 2 is the U-shaped structure that Open Side Down, and inner template panel 2 is internally provided with hydraulic support device
12nd, the internal model supporting leg 11 and hydraulic stem of hydraulic support device 12 are used to support；
It is small that the crossing system includes vertical jack 3, horizontal jack 4, falsework 5, falsework 8, slide 6 and slide
Vehicle 7, the slide 6 have two sections and set two 9 lateral surfaces of concrete bearing platform respectively, and the slide trolley 7 is arranged on slide 6
On；The falsework 8 has two groups and is bonded the lateral surface for being arranged on single line box beam exterior sheathing panel 1, and 8 lower part of falsework is provided with
Vertical jack 3；
The falsework 5 is arranged on 1 lower section of exterior sheathing panel, one end is fixedly connected with falsework 8；The falsework 5
Lower part is fixedly connected with slide trolley 7, and 7 lower part of slide trolley is provided with laterally very heavy close to the one side of concrete bearing platform 9
Top 4, the vertical jack 3 is fixed on horizontal jack 4.
Further, the inner template panel 2 includes cope plate and two lower dies that cope plate both ends are hinged on by hinge
On plate.
Further, the internal model supporting leg 11 is arranged on 12 lower section of hydraulic support device.
Further, the slide trolley 7 and the connecting node edge of 5 lower part of falsework are provided with block.
Further, the block is the angle steel that size is 40mm × 40mm.
Further, the exterior sheathing panel 1 is formed by the identical one side formwork docking of two structures, described two lists
Side template is symmetrical arranged and passes through end template 10 and connects.
Further, the one side formwork includes unilateral plate vertically disposed with end template 10 and is connected to unilateral plate upper end
Skewback.
Further, it is bolted between the one side formwork and end template 10.
Further, 6 size of slide is the I-steel of 180mm × 94mm × 6.5mm.
Further, the bearing capacity of the vertical jack 3 and horizontal jack 4 is at least 16T.
The utility model has the characteristics that and advantageous effect compared with prior art：
1, the utility model provides a kind of single line box beam steel form of the straight web unilateral side traverse moving function of band, simple in structure,
Combination is convenient, easy to operate.Template is detachable, convenient for recycling.
2, the utility model provides a kind of single line box beam steel form of the straight web unilateral side traverse moving function of band, crossing system
It employs vertical jack, horizontal jack and slide trolley to be combined, externally form surfacing carries out before the demoulding of single line box beam
Separation, bale handle generates cut in the process after efficiently avoiding the demoulding.It ensure that single line box beam presentation quality, avoid lifting beam machine
The damage that uneven stress generates.
3, the utility model provides a kind of single line box beam steel form of the straight web unilateral side traverse moving function of band, demoulding processing
It is efficient, it is at low cost；Using demoulding treatment effeciency can be effectively improved after utility model, do not needed in limited construction space
A large amount of hanging device, transport vehicles, save a large amount of mechanical stage student contributions pooled to pay for class activities, reduce integral construction cost.
The utility model can be widely applied in railway prefabricated single line box beam production.
Description of the drawings
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is the utility model main structure diagram.
Reference numeral：1- exterior sheathings panel, 2- inner templates panel, the vertical jack of 3-, 4- transverse directions jack, 5- moulds
Board mount 6- slides, 7- slides trolley, 8- falseworks, 9- concrete bearing platforms, 10- end templates, 11- internal models supporting leg, 12- hydraulic pressure branch
Support arrangement.
Specific embodiment
As shown in Figure 1, the utility model provides a kind of single line box beam steel form of the straight web unilateral side traverse moving function of band, institute
Stating steel form includes concrete bearing platform 9, exterior sheathing panel 1, inner template panel 2 and crossing system, and the concrete bearing platform 9 has two
It is a and be symmetricly set on the end template 10 of exterior sheathing panel 1.
Wherein, exterior sheathing panel 1 is formed by the identical one side formwork docking of two structures, described two one side formworks
It is symmetrical arranged and passes through end template 10 and connect.The one side formwork includes unilateral plate vertically disposed with end template 10 and is connected to
The skewback of unilateral plate upper end.It is bolted between the one side formwork and end template 10.
The inner template panel 2 is the U-shaped structure that Open Side Down, and inner template panel 2 is internally provided with hydraulic support device
12nd, two rows of internal model supporting legs 11 for being used to support hydraulic support device 12 and two rows of hydraulic stems；The inner template panel 2 includes upper mold
Plate and two lower templates that cope plate both ends are hinged on by hinge.The internal model supporting leg 11 is arranged under hydraulic support device 12
Side.
The crossing system includes vertical jack 3, horizontal jack 4, falsework 5, falsework 8,6 size of slide
The I-steel of 180mm × 94mm × 6.5mm and slide trolley 7, the slide 6 have two sections and set two concrete bearing platforms respectively
9 lateral surfaces, the slide trolley 7 are arranged on slide 6；The falsework 8, which has two groups and is bonded, is arranged on single line box beam exterior sheathing
The lateral surface of panel 1,8 lower part of falsework are provided with vertical jack 3.Wherein, vertical jack 3 and horizontal jack 4
Bearing capacity is at least 16T.
The falsework 5 is arranged on 1 lower section of exterior sheathing panel, one end is fixedly connected with falsework 8；The falsework 5
Lower part is fixedly connected with slide trolley 7, and slide trolley 7 and the connecting node edge of 5 lower part of falsework can be provided with gear
Block block can be the angle steel that size is 40mm × 40mm.7 lower part of slide trolley is set close to the one side of concrete bearing platform 9
There is horizontal jack 4, the vertical jack 3 is fixed on horizontal jack 4.
Crossing system concrete operation step：
Step 1 before the demoulding, checks whether vertical jack 3 and horizontal jack 4 are all in place, vertical jack 3,
Whether horizontal jack 4 and slide trolley 7 can work normally, and whether have foreign matter on slide 6, check whether steel block welds jail
Gu；
Single line bottom die of box-beam is connected bolt by step 2 with box beam side form, split bolt is removed；
Step 3 by 3 caving of vertical jack under falsework 8, and makes box beam flange plate lower template and box beam flange plate point
From and fall on trolley；
Step 4 promotes slide trolley 7 using horizontal jack 4, and slide trolley 7 slides, and drives falsework 8 and template whole
5 cm of outside Slideslip~10cm reach the one side formwork demoulding；
It should be noted that in assembled formwork, after slide trolley 7 assembles, should an appearance ruler be carried out to steel form in time
Very little review avoids to deviate caused by steel form during assembling slide trolley 7.Step 4, during the demoulding, it is only necessary to one
Side exterior sheathing carry out the demoulding can start it is traversing.
Claims (10)
1. a kind of single line box beam steel form of the straight web unilateral side traverse moving function of band, it is characterised in that：The steel form includes coagulation
Native cushion cap（9）, exterior sheathing panel（1）, inner template panel（2）And crossing system,
The concrete bearing platform（9）There are two and be symmetricly set on exterior sheathing panel（1）End template（10）On；
The inner template panel（2）For the U-shaped structure that Open Side Down, inner template panel（2）It is internally provided with hydraulic support device
（12）, be used to support hydraulic support device（12）Internal model supporting leg（11）And hydraulic stem；
The crossing system includes vertical jack（3）, horizontal jack（4）, falsework（5）, falsework（8）, slide（6）With
Slide trolley（7）, the slide（6）There are two sections and two concrete bearing platforms are set respectively（9）Lateral surface, the slide trolley
（7）It is arranged on slide（6）On；The falsework（8）There are two groups and be bonded and be arranged on single line box beam exterior sheathing panel（1）Outside
Face, the falsework（8）Lower part is provided with vertical jack（3）；
The falsework（5）It is arranged on exterior sheathing panel（1）Lower section, one end and falsework（8）It is fixedly connected；The falsework
（5）Lower part and slide trolley（7）It is fixedly connected, the slide trolley（7）Lower part is close to concrete bearing platform（9）One side be provided with
Horizontal jack（4）, the vertical jack（3）It is fixed at horizontal jack（4）On.
2. the single line box beam steel form of the straight web unilateral side traverse moving function of band according to claim 1, it is characterised in that：It is described
Inner template panel（2）Two lower templates at cope plate both ends are hinged on including cope plate and by hinge.
3. the single line box beam steel form of the straight web unilateral side traverse moving function of band according to claim 1, it is characterised in that：It is described
Internal model supporting leg（11）It is arranged on hydraulic support device（12）Lower section.
4. the single line box beam steel form of the straight web unilateral side traverse moving function of band according to claim 1, it is characterised in that：It is described
Slide trolley（7）With falsework（5）The connecting node edge of lower part is provided with block.
5. the single line box beam steel form of the straight web unilateral side traverse moving function of band according to claim 4, it is characterised in that：It is described
Block is the angle steel that size is 40mm × 40mm.
6. the single line box beam steel form of the straight web unilateral side traverse moving function of band according to claim 1, it is characterised in that：It is described
Exterior sheathing panel（1）It is to be formed by the identical one side formwork docking of two structures, described two one side formworks are symmetrical arranged simultaneously
Pass through end template（10）Connection.
7. the single line box beam steel form of the straight web unilateral side traverse moving function of band according to claim 6, it is characterised in that：It is described
One side formwork includes and end template（10）Vertically disposed unilateral side plate and the skewback for being connected to unilateral plate upper end.
8. the single line box beam steel form of the straight web unilateral side traverse moving function of band according to claim 6, it is characterised in that：It is described
One side formwork and end template（10）Between be bolted.
9. the single line box beam steel form of the straight web unilateral side traverse moving function of band according to claim 1, it is characterised in that：It is described
Slide（6）Size is the I-steel of 180mm × 94mm × 6.5mm.
10. the single line box beam steel form of the straight web unilateral side traverse moving function of band according to claim 1, it is characterised in that：Institute
State vertical jack（3）With horizontal jack（4）Bearing capacity be at least 16T.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721569978.5U CN207448751U (en) | 2017-11-22 | 2017-11-22 | Single-line box girder steel template with straight web plate unilateral transverse moving function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721569978.5U CN207448751U (en) | 2017-11-22 | 2017-11-22 | Single-line box girder steel template with straight web plate unilateral transverse moving function |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207448751U true CN207448751U (en) | 2018-06-05 |
Family
ID=62277934
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721569978.5U Expired - Fee Related CN207448751U (en) | 2017-11-22 | 2017-11-22 | Single-line box girder steel template with straight web plate unilateral transverse moving function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207448751U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108839210A (en) * | 2018-07-09 | 2018-11-20 | 贵州新联***工程集团有限公司 | A kind of variable size box beam external mold panel assembly |
| CN111136779A (en) * | 2020-01-13 | 2020-05-12 | 山东博远重工有限公司 | Internal mold structure convenient for demolding |
-
2017
- 2017-11-22 CN CN201721569978.5U patent/CN207448751U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108839210A (en) * | 2018-07-09 | 2018-11-20 | 贵州新联***工程集团有限公司 | A kind of variable size box beam external mold panel assembly |
| CN111136779A (en) * | 2020-01-13 | 2020-05-12 | 山东博远重工有限公司 | Internal mold structure convenient for demolding |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180605 |