CN201329613Y - Horizontal slide template - Google Patents
Horizontal slide template Download PDFInfo
- Publication number
- CN201329613Y CN201329613Y CNU2008201191792U CN200820119179U CN201329613Y CN 201329613 Y CN201329613 Y CN 201329613Y CN U2008201191792 U CNU2008201191792 U CN U2008201191792U CN 200820119179 U CN200820119179 U CN 200820119179U CN 201329613 Y CN201329613 Y CN 201329613Y
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- template
- concrete
- section
- steel plate
- welded
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Abstract
An internal slide template of a horizontal component is welded from a steel plate and can not only adopt an entirety but also be divided into a front section and a rear section. The internal slide template is characterized in that the template is towed by power to slide on a horizontal rail; the template is welded from the steel plate and is divided into the front and the rear sections, wherein the front section serves as a concrete pouring region and the cross section thereof takes the shape of an inverted U, and the rear section serves as a concrete curing region and takes the shape of a marquise; a warming equipment is arranged inside the template; and a screen stencil is arranged below the lower-layered concrete reinforced bars of the top concrete plate. The sliding template has simple structure and fast construction, less labor and material consumption and low cost, and is applicable to repeated use.
Description
Affiliated technical field
The utility model relates to a kind of prefabricated components horizontal slip of architectural engineering inner formword, especially by the concrete component of slip inner formword construction molding, can be after concreting, and depanning still keeps former geometry indeformable under the condition that no bed die supports.
Background technology
Present known architectural engineering sleiding form all is used for the building structure construction of perpendicular body, it is made up of inner and outer template, sliding guide rod, hydraulic jack, hoisting frame, outrigger, operating platform and the hydraulic operation platform etc. of rising, horizontal prefabricated components inner formword generally adopts the fixed support template construction, and form removal is difficulty.
Summary of the invention
In order to overcome existing glide template can only construct perpendicular body structures or member, horizontal prefabricated components inner formword adopts the deficiency of fixed support template more, the utility model provides a kind of horizontal slip inner formword, this sleiding form can not only the slding form operation ditch, groove class monolithic concrete horizontal member, but and slding form operation prefabricated case beam, cast-in-place culvert class A of geometric unitA.
The technical scheme that its technical problem that solves the utility model adopts is: sleiding form, by backform (1), side form (2), angle mould (3), socket angle steel (5), guide rail (6), heater (7), connection rib (8), stull (11), marguise (12) and form, it is characterized in that: template is formed by welded steel plate, the section of building is a ∩ type structure, the maintenance section is the marguise structure, the template top is established one screen cloth and is pricked knot with bottom layer of the reinforcing steel, and slideway is established in the template bottom, and template is slided by power traction; Utilize the pretension and the solid effect of net of sieve net, the low-slump concrete cohesive force is big, not yielding and concrete is at high temperature after the moulding, initial set under the super-humid conditions, final setting time is short, intensity improves characteristics such as fast, and socket up and down suitably making the muscles and bones frame between two layers of steel bar stress, make in the sliding shuttering construction section, build a high temperature, high humidity concrete work curing condition, after making the concrete depanning, can have the ability of independently bearing deadweight, and the normal maintenance of warp reaches the concrete design strength classification standard, template is slided by power traction, sleiding form is made with steel plate, and when sliding construction, steel plate is established in the sleiding form bottom, steel pipe or angle steel are made slide rail.
The beneficial effects of the utility model are: under the condition of saving the conventional template of fabrication and installation, adopt sleiding form can build moulding concrete plane member, sleiding form is simple in structure, and speed of application is fast, and recruitment is few, and materials are few, and cost is low, can be recycled.
Description of drawings
Fig. 1 be the municipal administration, road and bridge the box girder inner formwork schematic diagram;
Fig. 2 be the municipal administration, road and bridge the box girder inner formwork profile;
Fig. 3 be the municipal administration, road and bridge the box girder inner formwork profile.
1. backforms among the figure, 2. side form, 3. drift angle mould, 4. base angle mould, 5. socket angle steel, 6. guide rail, 7. heater, 8. connection rib, 9. illuminating lamp, 10. screen cloth, 11. stull, 12. marguises, 13. marguise diagonal braces, 14. traction power, 15. insulation quilts, 16. concrete roofs, 17. the top board reinforcing bar, 18. underplate concretes, 19. sidewall concrete.
The specific embodiment
In Fig. 1, be horizontal slip template solid image figure, leading portion is the concreting section, back segment is the concrete curing section, does bolt by connection rib (8).
In Fig. 2, backform (1), side form (2), drift angle mould (3), base angle mould (4) etc. are formed by welded steel plate, socket and establish heater (7) on the angle steel (5), and base angle mould (4) is divided into guide rail (6), ∩ pattern in-built lighting lamp (9),
In Fig. 3, concreting section and concrete formation maintenance section are by connection rib (8) bolt, and the maintenance section is the marguise shape, support marguise (12) by diagonal brace (13), power traction (14) is located at the section of building, and blocks with insulation quilt (15) before and after the template, and top board bottom layer of the reinforcing steel (17) is divided into screen cloth (10).
Claims (1)
- A kind of horizontal slip template, by backform (1), side form (2), angle mould (3), socket angle steel (5), guide rail (6), heater (7), connection rib (8), stull (11), marguise (12) and form, it is characterized in that: template is formed by welded steel plate, the section of building is a ∩ type structure, the maintenance section is the marguise structure, the template top is established one screen cloth and is pricked knot with bottom layer of the reinforcing steel, and slideway is established in the template bottom, and template is slided by power traction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2008201191792U CN201329613Y (en) | 2008-07-02 | 2008-07-02 | Horizontal slide template |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2008201191792U CN201329613Y (en) | 2008-07-02 | 2008-07-02 | Horizontal slide template |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201329613Y true CN201329613Y (en) | 2009-10-21 |
Family
ID=41222987
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNU2008201191792U Expired - Lifetime CN201329613Y (en) | 2008-07-02 | 2008-07-02 | Horizontal slide template |
Country Status (1)
Country | Link |
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CN (1) | CN201329613Y (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102359276A (en) * | 2011-09-30 | 2012-02-22 | 石家庄铁道大学 | Concrete pouring fast construction method |
CN103302735A (en) * | 2013-06-20 | 2013-09-18 | 中国地质大学(武汉) | Variable-section micro rectangular entity anti-slide pile die |
CN103556576A (en) * | 2013-11-08 | 2014-02-05 | 南京工业大学 | Detachable compound hollow internal mould for concrete hollow box girder in roads and bridges |
CN106401065A (en) * | 2016-09-06 | 2017-02-15 | 江苏科技大学 | Manufacturing method for textile reinforced concrete composite beam |
CN109676775A (en) * | 2019-01-31 | 2019-04-26 | 中交二航局第四工程有限公司 | A kind of double seal formula prefabricated box -beam maintenance canopy |
-
2008
- 2008-07-02 CN CNU2008201191792U patent/CN201329613Y/en not_active Expired - Lifetime
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102359276A (en) * | 2011-09-30 | 2012-02-22 | 石家庄铁道大学 | Concrete pouring fast construction method |
CN102359276B (en) * | 2011-09-30 | 2013-06-12 | 石家庄铁道大学 | Concrete pouring fast construction method |
CN103302735A (en) * | 2013-06-20 | 2013-09-18 | 中国地质大学(武汉) | Variable-section micro rectangular entity anti-slide pile die |
CN103556576A (en) * | 2013-11-08 | 2014-02-05 | 南京工业大学 | Detachable compound hollow internal mould for concrete hollow box girder in roads and bridges |
CN106401065A (en) * | 2016-09-06 | 2017-02-15 | 江苏科技大学 | Manufacturing method for textile reinforced concrete composite beam |
CN109676775A (en) * | 2019-01-31 | 2019-04-26 | 中交二航局第四工程有限公司 | A kind of double seal formula prefabricated box -beam maintenance canopy |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term |
Granted publication date: 20091021 |