CN207079910U - A kind of steel concrete shuttering for being easy to quick form removal - Google Patents
A kind of steel concrete shuttering for being easy to quick form removal Download PDFInfo
- Publication number
- CN207079910U CN207079910U CN201720942395.6U CN201720942395U CN207079910U CN 207079910 U CN207079910 U CN 207079910U CN 201720942395 U CN201720942395 U CN 201720942395U CN 207079910 U CN207079910 U CN 207079910U
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- Prior art keywords
- plate body
- connecting plate
- template
- plate
- template plate
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 42
- 239000010959 steel Substances 0.000 title claims abstract description 42
- 239000004567 concrete Substances 0.000 title claims abstract description 27
- 238000009416 shuttering Methods 0.000 title claims abstract description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 210000000988 bone and bone Anatomy 0.000 claims 2
- 239000011150 reinforced concrete Substances 0.000 abstract description 6
- 238000009434 installation Methods 0.000 abstract description 5
- 230000009471 action Effects 0.000 abstract description 4
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 230000008569 process Effects 0.000 abstract description 3
- 238000009415 formwork Methods 0.000 description 10
- 230000009286 beneficial effect Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000011084 recovery Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The utility model discloses a kind of steel concrete shuttering for being easy to quick form removal, it is related to concrete form technology field.Including steel bar framework; the side of the steel bar framework is provided with the template plate body equidistantly distributed; the side of the template plate body is pasted with protection board, and protection board, between steel bar framework and template plate body, the opposite side of the template plate body is welded with support keel.Support keel is welded on template plate body by the utility model, two adjacent template plate bodys are fixed by vertical connecting plate and cross connecting plate, the template plate body positioned at steel bar framework both sides is fixed by support tube and standing screw simultaneously, can be with Fast Installation, after reinforced concrete earth forming inside steel bar framework, only need to unclamp wing nut, template plate body can be pulled down, standing screw is extracted out out of support tube, the form removal action of steel concrete shuttering can be completed, process is simple and convenient, shortens the duration.
Description
Technical field
Concrete form technology field is the utility model is related to, more particularly to a kind of armored concrete for being easy to quick form removal
Template.
Background technology
Steel concrete shuttering is a kind of temporary supporting structure, is made by design requirement, make concrete structure, component by
Defined position, physical dimension shaping, keep its correct position, and bear armored concrete deadweight and act on outside thereon
Load, the purpose of form work engineering is carried out, be to ensure concrete engineering quality and construction safety, accelerating construction progress and reduction engineering
Cost, but generally shaped in existing construction using connections such as rod, steel pipe, flitches as concrete robust structure part
The main support system of process, cumbersome for installation, waste of material is extremely serious, and the rate of recovery is not high, is torn open after reinforced concrete earth forming
Mould is difficult, influences the duration.
Utility model content
Goal of the invention of the present utility model is, in view of the above-mentioned problems, providing a kind of armored concrete for being easy to quick form removal
Template, solves that existing model sheetinstallat is cumbersome, and waste of material is extremely serious, and the rate of recovery is not high, the form removal after reinforced concrete earth forming
Difficulty, influence the technical problem of duration.
To reach above-mentioned purpose, technical scheme is used by the utility model：A kind of reinforcing bar for being easy to quick form removal mixes
Solidifying clay model plate, including steel bar framework, the side of the steel bar framework is provided with the formwork for placing plate body equidistantly distributed, described to pour
The side of building mould plate body is pasted with protection board, and protection board is between steel bar framework and formwork for placing plate body, described to pour
The opposite side of building mould plate body is welded with support keel, and the support keel includes the stull keel equidistantly distributed and perpendicular support
The surface of keel, the stull keel and perpendicular support keel, which offers etc., to be vertically arranged and the mounting hole of range distribution, mounting hole it
Between be plugged with standing screw, the threaded one end of the standing screw is connected with wing nut, and wing nut and perpendicular support keel it
Between be clamped with vertical connecting plates, be clamped with cross connecting plate between wing nut and stull keel, the stull keel and perpendicular support
The outer wall of keel junction is welded with plug housing, and plug housing above is provided with oblique pull reinforcing bar, underlying to insert
Key seat is hinged with hound by latch, and the formwork for placing plate body is symmetrically distributed in the both sides of steel bar framework, the fixed spiral shell
The outer cover of bar is provided with support tube, and support tube is between two formwork for placing plate bodys.
Based on said structure:Support keel is welded on formwork for placing plate body, two adjacent formwork for placing plate bodys lead to
Cross vertical connecting plates and cross connecting plate is fixed, while the formwork for placing plate body positioned at steel bar framework both sides by support tube and is consolidated
To determine screw rod to fix, pass through the effect of hound and oblique pull reinforcing bar so that formwork for placing plate body is more firm, and installation rate is fast,
After reinforced concrete earth forming inside steel bar framework, it is only necessary to unclamp wing nut, you can formwork for placing plate body is pulled down, will
Standing screw is extracted out out of support tube, you can completes the form removal action of steel concrete shuttering.
Preferably, one end external diameter of the support tube is more than other end external diameter, and the length of support tube is equal to steel bar framework
The thickness of middle casting concrete.
Beneficial effect using above-mentioned preferred scheme is：Standing screw can be easily put into support tube, support tube
Length, which is equal in steel bar framework, pours the thickness of wall, can be by support tube, standing screw and wing nut by dies plate tap
Preferably, the protection board is plastic sheeting plate, and the plastic sheeting plate bonding is on template plate body, relative modeling
Material thin web is to be arranged in parallel.
Beneficial effect using above-mentioned preferred scheme is：Plastic sheeting plate is not easy to permeate, can be concrete and template
Separate, play protection template plate body and be beneficial to recycle, and plastic sheeting plate is light is easy to move and reprocesses, and advantageously reduces
Cost of labor.
Preferably, formed respectively by vertical connecting plate with cross connecting plate between the two neighboring template plate body removable
Connection.
Beneficial effect using above-mentioned preferred scheme is：It can be recycled by releasable connection, reduce production cost.
Preferably, the vertical connecting plate is identical with the physical dimension of cross connecting plate.
Beneficial effect using above-mentioned preferred scheme is：Vertical connecting plate is identical with the physical dimension of cross connecting plate,
The type of structural member is reduced as far as possible, facility is provided for processing, so as to reduce cost
Preferably, the fastener and vertical connecting plate or U-shaped fixture block is clamped between cross connecting plate, and U-shaped card
The depth of groove of block is all higher than the thickness of vertical connecting plate and cross connecting plate.
Beneficial effect using above-mentioned preferred scheme is：Fastener by U-shaped fixture block and vertical connecting plate or with transverse direction
Connecting plate, make vertical connecting plate and cross connecting plate uniform force.
Due to being had the advantages that using above-mentioned technical proposal, the utility model：
1. support keel is welded on template plate body by the utility model, two adjacent template plate bodys are by vertically connecting
Plate and cross connecting plate are fixed, while the template plate body positioned at steel bar framework both sides is fixed by support tube and standing screw, can
With Fast Installation, after the reinforced concrete earth forming inside steel bar framework, it is only necessary to unclamp wing nut, you can by template plate
Body is pulled down, and standing screw is extracted out out of support tube, you can completes the form removal action of steel concrete shuttering, process is simply square
Just, the duration is greatly shortened.
2. the utility model is strengthened supporting inside template plate body, by being provided with oblique pull reinforcing bar by being provided with support tube
Strengthen template plate body external support with hound, by inside and outside support, in casting concrete, template is not easy to strut,
Improve reliability of the present utility model.
3. the vertical connecting plate of the utility model is identical with the physical dimension of cross connecting plate, the class of structural member is reduced as far as possible
Type, facility is provided for processing, so as to reduce cost.
Brief description of the drawings
Fig. 1 is the utility model section view.
Fig. 2 is the utility model side view.
Fig. 3 is the utility model U-shaped fixture block.
In accompanying drawing, 1- hounds, 2- plug housings, the vertical connecting plates of 3-, 4- oblique pulls reinforcing bar, 5- mounting holes, 6- stulls keel,
The perpendicular support keel of 7-, 8- templates plate body, 9- protection boards, 10- support tubes, 11- wing nuts, 12- standing screws, 13- steel bar frameworks,
14- cross connecting plates, 15-U shapes fixture block, 16- grooves.
Embodiment
Further illustrated below in conjunction with specific implementation of the accompanying drawing to utility model.
As shown in Figure 1, Figure 2 and Figure 3, a kind of steel concrete shuttering for being easy to quick form removal, including steel bar framework 13, steel
The side of muscle framework 13 is provided with the template plate body 8 equidistantly distributed, and the side of template plate body 8 is pasted with protection board 9, and protects
For backplate 9 between steel bar framework 13 and template plate body 8, the opposite side of template plate body 8 is welded with support keel, support keel
Including the stull keel 6 that equidistantly distribute and perpendicular support keel 7, the surfaces of stull keel 6 and perpendicular support keel 7, which offers, etc. vertically sets
Put and the mounting hole of range distribution 5, be plugged with standing screw 12 between mounting hole 5, the threaded one end of standing screw 12 is connected with
Wing nut 11, and it is clamped with vertical connecting plate 3, wing nut 11 and stull keel 6 between wing nut 11 and perpendicular support keel 7
Between be clamped with cross connecting plate 14, stull keel 6 and the outer wall of perpendicular support keel 7 junction are welded with plug housing 2, and are located at
The plug housing 2 of top is provided with oblique pull reinforcing bar 4, and underlying plug housing 2 is hinged with hound 1, template plate body 8 by latch
The both sides of steel bar framework 13 are symmetrically distributed in, the outer cover of standing screw 12 is provided with support tube 10, and support tube 10 is located at two
Between template plate body 8.
One end external diameter of support tube 10 is more than other end external diameter, and the length of support tube 10 is equal in steel bar framework 13 and poured
The thickness of concrete, protection board 9 is plastic sheeting plate, and protection board 9 is binded in the surface of template plate body 8, relative two guarantors
To be arranged in parallel between backplate 9, being formed respectively by vertical connecting plate 3 and cross connecting plate 14 between two template plate bodys 8 can
Tear connection open, vertical connecting plate 3 is identical with the physical dimension of cross connecting plate 14, and vertical connecting plate 3 and cross connecting plate 14
Both ends offer vertically disposed mounting hole 5, wing nut 11 and are vertically clamped between connecting plate 3 and cross connecting plate 14
There is U-shaped fixture block 15, and the depth of groove 16 of U-shaped fixture block 15 is all higher than the thickness of vertical connecting plate 3 and cross connecting plate 14.
Operation principle：Support keel is welded on template plate body 8, two adjacent template plate bodys 8 are by vertically connecting
Plate 3 and cross connecting plate 14 are fixed, while the template plate body 8 positioned at the both sides of steel bar framework 13 passes through support tube 10 and standing screw
12 fix, and pass through the effect of hound 1 and oblique pull reinforcing bar 4 so that more firmly, installation rate is fast, in reinforcing steel bar frame for template plate body 8
After reinforced concrete earth forming inside frame 13, it is only necessary to unclamp wing nut 11, you can pull down template plate body 8, by fixation
Screw rod 12 is extracted out out of support tube 10, you can completes the form removal action of steel concrete shuttering.
Described above is the detailed description for the preferable possible embodiments of the utility model, but embodiment is not limited to
Patent claim of the present utility model, the equal change or modification completed under the technical spirit suggested by all the utility model
Change, all should belong to the utility model and cover the scope of the claims.
Claims (6)
- A kind of 1. steel concrete shuttering for being easy to quick form removal, it is characterised in that：Two including being symmetricly set on steel bar framework The template plate body of side, the one side of the close steel bar framework of the template plate body are provided with protection board, the protection board and the mould Plate plate body is brought into close contact；The one side back to steel bar framework of the template plate body be provided with some proper alignments stull keel and The perpendicular support keel of some proper alignments, the stull keel and perpendicular support keel are mutually perpendicular to；Template plate body, stull dragon described in both sides Corresponding mounting hole is provided with bone and perpendicular support keel, is provided with standing screw in the mounting hole, the two of the standing screw End is provided with fastener, and vertical connecting plate, the fastener and stull dragon are clamped between the fastener and perpendicular support keel Cross connecting plate is clamped between bone；The stull keel are provided with plug housing with perpendicular support keel junction, close to the mould Oblique pull reinforcing bar is provided with the plug housing on plate plate body top, the plug housing close to template plate body bottom is hinged with diagonal brace by latch Bar；Support tube is arranged with the standing screw, the support tube is between relative template plate body, support tube both ends difference Offseted with relative template plate body inwall.
- A kind of 2. steel concrete shuttering for being easy to quick form removal according to claim 1, it is characterised in that：The support One end external diameter of pipe is more than other end external diameter, and the length of support tube is equal to the thickness that wall is poured in steel bar framework.
- A kind of 3. steel concrete shuttering for being easy to quick form removal according to claim 1, it is characterised in that：The protection Plate is plastic sheeting plate, and on template plate body, relative plastic sheeting plate is to be arranged in parallel for the plastic sheeting plate bonding.
- A kind of 4. steel concrete shuttering for being easy to quick form removal according to claim 1, it is characterised in that：It is two neighboring Releasable connection is formed by vertical connecting plate and cross connecting plate respectively between the template plate body.
- A kind of 5. steel concrete shuttering for being easy to quick form removal according to claim 1, it is characterised in that：It is described vertical Connecting plate is identical with the physical dimension of cross connecting plate.
- A kind of 6. steel concrete shuttering for being easy to quick form removal according to claim 1, it is characterised in that：The fastening U-shaped fixture block is clamped between part and vertical connecting plate and cross connecting plate, and the depth of groove of U-shaped fixture block is all higher than vertically connecting The thickness of fishplate bar and cross connecting plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720942395.6U CN207079910U (en) | 2017-07-31 | 2017-07-31 | A kind of steel concrete shuttering for being easy to quick form removal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720942395.6U CN207079910U (en) | 2017-07-31 | 2017-07-31 | A kind of steel concrete shuttering for being easy to quick form removal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207079910U true CN207079910U (en) | 2018-03-09 |
Family
ID=61424553
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720942395.6U Expired - Fee Related CN207079910U (en) | 2017-07-31 | 2017-07-31 | A kind of steel concrete shuttering for being easy to quick form removal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207079910U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107190970A (en) * | 2017-07-31 | 2017-09-22 | 广西路桥工程集团有限公司 | A kind of steel concrete shuttering for being easy to quick form removal |
| CN110295539A (en) * | 2019-07-30 | 2019-10-01 | 中铁二十一局集团第五工程有限公司 | A kind of high thin-wall reinforced concrete structure and construction method of overturn-preventing |
| CN110700585A (en) * | 2019-11-11 | 2020-01-17 | 河北易鼎行环保科技有限公司 | Formwork reinforcing system structure and construction process thereof |
| CN112127621A (en) * | 2020-09-28 | 2020-12-25 | 晟通科技集团有限公司 | Wall column formwork |
| CN112177246A (en) * | 2020-11-18 | 2021-01-05 | 重庆交通大学 | Prefabricated outsourcing U-shaped steel plate-concrete composite beam and connecting components |
| CN113216606A (en) * | 2021-03-26 | 2021-08-06 | 中铁二十局集团第六工程有限公司 | Construction device and construction method for single-side formwork of outer wall |
-
2017
- 2017-07-31 CN CN201720942395.6U patent/CN207079910U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107190970A (en) * | 2017-07-31 | 2017-09-22 | 广西路桥工程集团有限公司 | A kind of steel concrete shuttering for being easy to quick form removal |
| CN110295539A (en) * | 2019-07-30 | 2019-10-01 | 中铁二十一局集团第五工程有限公司 | A kind of high thin-wall reinforced concrete structure and construction method of overturn-preventing |
| CN110700585A (en) * | 2019-11-11 | 2020-01-17 | 河北易鼎行环保科技有限公司 | Formwork reinforcing system structure and construction process thereof |
| CN112127621A (en) * | 2020-09-28 | 2020-12-25 | 晟通科技集团有限公司 | Wall column formwork |
| CN112177246A (en) * | 2020-11-18 | 2021-01-05 | 重庆交通大学 | Prefabricated outsourcing U-shaped steel plate-concrete composite beam and connecting components |
| CN113216606A (en) * | 2021-03-26 | 2021-08-06 | 中铁二十局集团第六工程有限公司 | Construction device and construction method for single-side formwork of outer wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 530200 No.21 Pingle Avenue, Liangqing District, Nanning City, Guangxi Zhuang Autonomous Region Patentee after: GUANGXI ROAD AND BRIDGE ENGINEERING GROUP Co.,Ltd. Address before: 530011 No. 17 Zhonghua Road, the Guangxi Zhuang Autonomous Region, Nanning Patentee before: GUANGXI ROAD AND BRIDGE ENGINEERING GROUP Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180309 |