CN206784987U - A kind of building cast template support frame of domes - Google Patents
A kind of building cast template support frame of domes Download PDFInfo
- Publication number
- CN206784987U CN206784987U CN201720683322.XU CN201720683322U CN206784987U CN 206784987 U CN206784987 U CN 206784987U CN 201720683322 U CN201720683322 U CN 201720683322U CN 206784987 U CN206784987 U CN 206784987U
- Authority
- CN
- China
- Prior art keywords
- support
- adjusting bracket
- support frame
- cast template
- domes
- 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 - Fee Related
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a kind of building cast template support frame of domes, including crossbeam adjusting bracket and arch adjusting bracket, the arch adjusting bracket includes support beam and support beam both ends are respectively articulated with a support arm, the support arm bottom is hinged on crossbeam adjusting bracket end, and the crossbeam adjusting bracket is provided with the support adjustable column of the fixed support beam of support.A kind of building cast template support frame of domes of the utility model, it is mainly used in support to template when door, the cast of frame back timber, support width can be adjusted, supported relative to existing pillar, support is quick, does not influence other effects construction of door, inframe；By the support width that cast template support frame can be adjusted provided with crossbeam adjusting bracket.
Description
Technical field
It the utility model is related to the realm of building construction, and in particular to a kind of building cast template support frame of domes.
Background technology
At present in architectural engineering, the framework of door and window is poured using formwork structure.Wooden model is consolidated before wall pours
The reserved door and window opening position of wall is scheduled on, is completed after concreting and after defined curing time terminates, by form removable.
These templates are typically supported using more support columns, if door and window space will be shut using more support columns supports, it is necessary to
It is all inconvenient to construction material or colleague is transported within doors, placed in addition, being supported up and down using support column, it is necessary to carry below support column
Regulating block, installation trouble, influences construction speed.
Utility model content
The purpose of this utility model is to overcome prior art deficiency, and it is an object of the present invention to provide a kind of building of domes
Cast template support frame, solve the existing framework for pouring door and window and use support column support shuttering, support is inconvenient, and door and window is empty
Between the problem of blocking.
The utility model is achieved through the following technical solutions：
A kind of building cast template support frame of domes, including crossbeam adjusting bracket and arch adjusting bracket, the arch
Adjusting bracket includes support beam and support beam both ends are respectively articulated with a support arm, and the support arm bottom is hinged on crossbeam tune
Frame end portion is saved, the crossbeam adjusting bracket is provided with the support adjustable column of the fixed support beam of support.A kind of arch of the utility model
The building cast template support frame of structure, it is mainly used in support to template when door, the cast of frame back timber, it is wide that support can be adjusted
Degree, supported relative to existing pillar, support is quick, does not influence other effects construction of door, inframe；By being adjusted provided with crossbeam
Frame can adjust the support width of cast template support frame.
Further, the support arm is warp architecture.
Further, the crossbeam adjusting bracket two ends have been respectively articulated with rest shoe, and the rest shoe is provided with quil.
Further, the tune that the crossbeam adjusting bracket includes lateral adjustments silk braid and lateral adjustments silk braid both ends are threadedly coupled
Silk axle is saved, two regulation silk elongate axis of lateral adjustments silk braid control or shortening are rotated by adjusting.
Further, the support adjustable column includes longitudinally adjust silk braid, upper support column and lower support column, the upper support
Post and lower support column are threadedly coupled by longitudinally adjust silk braid, and longitudinally adjust silk braid control upper support column is rotated with by adjusting
The bearing height of support column.
Further, the upper support column upper end is provided with support block.
Further, the lower support column lower end is set on lateral adjustments silk braid by sleeve.
The utility model compared with prior art, has the following advantages and advantages：
A kind of building cast template support frame of domes of the utility model, be mainly used in door, frame back timber cast when pair
The support of template, support width can be adjusted, be supported relative to existing pillar, support is quick, do not influence door, inframe it is other
Effect construction；By the support width that cast template support frame can be adjusted provided with crossbeam adjusting bracket.
Brief description of the drawings
Accompanying drawing described herein is used for providing further understanding the utility model embodiment, forms the one of the application
Part, the restriction to the utility model embodiment is not formed.In the accompanying drawings：
Fig. 1 is a kind of structural representation of the building cast template support frame of domes of the utility model；
Fig. 2 is the structural representation of the utility model holding state；
Mark and corresponding parts title in accompanying drawing：
1- crossbeam adjusting brackets, 2- arch adjusting brackets, 3- support beams, 4- support arms, 5- support adjustable columns, 6- rest shoes, 7-
Quil, 8- lateral adjustments silk braids, 9- regulation silk axles, 10- longitudinally adjust silk braids, 11- upper support columns, support column under 12-, 13- branch
Bracer, 14- sleeves, 15- door window frames, 16- cast templates.
Embodiment
For the purpose of this utility model, technical scheme and advantage is more clearly understood, with reference to embodiment and accompanying drawing,
The utility model is described in further detail, and exemplary embodiment of the present utility model and its explanation are only used for explaining this
Utility model, it is not intended as to restriction of the present utility model.
Embodiment
As shown in Figure 1-2, the building cast template support frame of a kind of domes of the utility model, including crossbeam adjusting bracket
1 and arch adjusting bracket 2, it is characterised in that：The arch adjusting bracket 2 includes support beam 3 and the both ends of support beam 3 are respectively articulated with
A piece support arm 4, when actual production is processed, in support beam 3 and the articulated structure of support arm 4, the stud connection of support beam 3
Hole is designed to bar pass up and down, is easy to by supporting adjustable column 5 to adjust bearing height, the bottom of support arm 4 is hinged on crossbeam
The end of adjusting bracket 1, the crossbeam adjusting bracket 1 are provided with the support adjustable column 5 of the fixed support beam 3 of support.Crossbeam adjusting bracket 1,
Support beam 3 and two support arms 4 form four-bar linkage structure.
Support arm 4 is warp architecture.
The two ends of crossbeam adjusting bracket 1 have been respectively articulated with rest shoe 6, and the rest shoe 6 is provided with quil 7.It is easy to firmly grasp with wall.
The regulation silk axle 9 that crossbeam adjusting bracket 1 includes lateral adjustments silk braid 8 and the both ends of lateral adjustments silk braid 8 are threadedly coupled, lead to
Toning turn over moves lateral adjustments silk braid 8 and controls two regulation silk axles 9 to elongate or shorten.
Support adjustable column 5 includes longitudinally adjust silk braid 10, upper support column 11 and lower support column 12, the He of upper support column 11
Lower support column 12 is threadedly coupled by longitudinally adjust silk braid 10, and the control upper support column 11 of longitudinally adjust silk braid 10 is rotated by adjusting
With the bearing height of lower support column 12.
The upper end of upper support column 11 is provided with support block 13.
The lower lower end of support column 12 is set on lateral adjustments silk braid 8 by sleeve 14.Support adjustable column 5 can pass through sleeve
14 rotate around lateral adjustments silk braid 8, similarly, unsupported when adjusting crossbeam 1 length of adjusting bracket by lateral adjustments silk braid 8
Adjustable column 5 influences.
When in use, first according to the predetermined length of the width adjusting crossbeam adjusting bracket 1 of door window frame 15, by cast template
Support frame is placed in door window frame, and support beam 3 is scheduled on below cast template, and then the length of adjustment regulation crossbeam adjusting bracket 1, makes
Regulation crossbeam adjusting bracket 1 is fixed in door window frame by rest shoe 6, reuses support adjustable column 5 and support beam 3 is adjusted
Support is fixed, and holds out against cast template 16, completes support.
A kind of building cast template support frame of domes of the utility model, be mainly used in door, frame back timber cast when pair
The support of template, support width can be adjusted, be supported relative to existing pillar, support is quick, do not influence door, inframe it is other
Effect construction；By the support width that cast template support frame can be adjusted provided with crossbeam adjusting bracket.
Above-described embodiment, the purpose of this utility model, technical scheme and beneficial effect are entered
One step describes in detail, should be understood that and the foregoing is only specific embodiment of the present utility model, is not used to limit
Determine the scope of protection of the utility model, it is all within the spirit and principles of the utility model, any modification for being made, equally replace
Change, improve, should be included within the scope of protection of the utility model.
Claims (7)
1. a kind of building cast template support frame of domes, including crossbeam adjusting bracket (1) and arch adjusting bracket (2), it is special
Sign is：The arch adjusting bracket (2) includes support beam (3) and support beam (3) both ends are respectively articulated with a support arm
(4), support arm (4) bottom is hinged on crossbeam adjusting bracket (1) end, and the crossbeam adjusting bracket (1) is provided with support and fixed
The support adjustable column (5) of support beam (3).
A kind of 2. building cast template support frame of domes according to claim 1, it is characterised in that：The support
Arm (4) is warp architecture.
A kind of 3. building cast template support frame of domes according to claim 1, it is characterised in that：The crossbeam
Adjusting bracket (1) two ends have been respectively articulated with rest shoe (6), and the rest shoe (6) is provided with quil (7).
A kind of 4. building cast template support frame of domes according to claim 1, it is characterised in that：The crossbeam
The regulation silk axle (9) that adjusting bracket (1) includes lateral adjustments silk braid (8) and lateral adjustments silk braid (8) both ends are threadedly coupled, passes through tune
Turn over moves lateral adjustments silk braid (8) and controls two regulation silk axles (9) to elongate or shorten.
A kind of 5. building cast template support frame of domes according to claim 4, it is characterised in that：The support
Adjustable column (5) includes longitudinally adjust silk braid (10), upper support column (11) and lower support column (12), the upper support column (11) and under
Support column (12) is threadedly coupled by longitudinally adjust silk braid (10), is supported by adjusting to rotate in longitudinally adjust silk braid (10) control
The bearing height of post (11) and lower support column (12).
A kind of 6. building cast template support frame of domes according to claim 5, it is characterised in that：The upper branch
Dagger (11) upper end is provided with support block (13).
A kind of 7. building cast template support frame of domes according to claim 6, it is characterised in that：The lower branch
Dagger (12) lower end is set on lateral adjustments silk braid (8) by sleeve (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720683322.XU CN206784987U (en) | 2017-06-13 | 2017-06-13 | A kind of building cast template support frame of domes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720683322.XU CN206784987U (en) | 2017-06-13 | 2017-06-13 | A kind of building cast template support frame of domes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206784987U true CN206784987U (en) | 2017-12-22 |
Family
ID=60717018
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720683322.XU Expired - Fee Related CN206784987U (en) | 2017-06-13 | 2017-06-13 | A kind of building cast template support frame of domes |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206784987U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111455945A (en) * | 2020-04-29 | 2020-07-28 | 中国水利水电第四工程局有限公司 | Special trolley suitable for diversion tunnel major diameter pipeline under pressure |
| CN115478688A (en) * | 2022-11-15 | 2022-12-16 | 邢台市晟玉建材有限公司 | Assembled template structure |
-
2017
- 2017-06-13 CN CN201720683322.XU patent/CN206784987U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111455945A (en) * | 2020-04-29 | 2020-07-28 | 中国水利水电第四工程局有限公司 | Special trolley suitable for diversion tunnel major diameter pipeline under pressure |
| CN115478688A (en) * | 2022-11-15 | 2022-12-16 | 邢台市晟玉建材有限公司 | Assembled template structure |
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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: 20171222 Termination date: 20180613 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |