CN206220520U - The wall column sizing lossless dismounting device of plank sheathing - Google Patents
The wall column sizing lossless dismounting device of plank sheathing Download PDFInfo
- Publication number
- CN206220520U CN206220520U CN201621080616.5U CN201621080616U CN206220520U CN 206220520 U CN206220520 U CN 206220520U CN 201621080616 U CN201621080616 U CN 201621080616U CN 206220520 U CN206220520 U CN 206220520U
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- CN
- China
- Prior art keywords
- template
- bearing
- nut block
- screw rod
- wall column
- 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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Abstract
The utility model discloses a kind of wall column sizing lossless dismounting device of plank sheathing, including template, bearing, nut block and screw rod wind, nut block is fixedly installed on template outside, one end of screw rod wind sequentially passes through nut block and template, it is set on bearing, screw rod wind is connected by screw thread with nut block, and bearing is arranged at template inner side.Present apparatus simple structure; it is easy to operate; avoid the destruction to structural member in concrete component during form removal, it is ensured that the quality of concrete forming outward appearance, effective protection template in demolishing process; make template reusable; increase the template number of turnover, it is cost-effective, improve the service efficiency of template; form removal speed is greatly accelerated, the operating efficiency of form removal is improved.
Description
Technical field
The utility model is related to technical field of building construction, and in particular to a kind of wall column sizing plank sheathing is lossless to remove dress
Put.
Background technology
In building structure field, Surface Quality of Concrete is most important, usually used in concrete blinding demolishing process
Crowbar is removed to template, and structure angular surface, the outward appearance matter of strong influence structural member are easily destroyed during form removal
Amount, and form removal process also result in damage to template, influence the template number of turnover, waste of materials.
The content of the invention
The technical problems to be solved in the utility model is, in view of the foregoing defects the prior art has, there is provided a kind of wall
Post is shaped the lossless dismounting device of plank sheathing, present apparatus simple structure is easy to operate, it is to avoid to concrete component during form removal
The destruction of middle structural member, it is ensured that the quality of concrete forming outward appearance, effectively protects template in demolishing process, repeating template makes
With, increase the template number of turnover, it is cost-effective, the service efficiency of template is improved, form removal speed is greatly accelerated, improve form removal
Operating efficiency.
The utility model is that the technical scheme that solution above-mentioned technical problem is used is：
The wall column sizing lossless dismounting device of plank sheathing, including template, bearing, nut block and screw rod wind, nut block are solid
Surely template outside is arranged at, one end of screw rod wind sequentially passes through nut block and template, is set on bearing, screw rod wind
It is connected with nut block by screw thread, bearing is arranged at template inner side.
By such scheme, the bearing and nut block are distributed on a horizontal linear.
By such scheme, template inner side is provided with preformed groove, and preformed groove is arranged on the horizontal linear of bearing and nut block, in advance
Stay the sectional dimension of groove big with the sectional dimension of bearing or identical.
By such scheme, the bottom of bearing is provided with pad, and bearing is contacted by pad with concrete component.
By such scheme, template outside is distributed with a plurality of lumps of wood, and nut block is arranged on the lumps of wood.
The utility model has the advantages that：
During form removal, shake screw rod wind 4 makes bearing slowly stretch out, using the propulsive force of bearing by template 1 and coagulation
The surface of native component 7 separates, and typified form is integrally come off, present apparatus simple structure is easy to operate, it is to avoid during form removal
Destruction to structural member in concrete component, it is ensured that the quality of concrete forming outward appearance, effectively protects template in demolishing process, make
Template is reusable, increases the template number of turnover, cost-effective, improves the service efficiency of template, greatly accelerates form removal
Speed, improves the operating efficiency of form removal.
Brief description of the drawings
Fig. 1 is the wall column lossless structural representation for removing device of sizing plank sheathing in the utility model；
Fig. 2 is screw rod wind and bearing and the connection diagram of nut block in the utility model；
Fig. 3 is the B-B sectional views of Fig. 2；
Fig. 4 is the C-C sectional views of Fig. 2；
Fig. 5 is the A partial enlarged drawings of Fig. 1；
In figure, 1- templates, the 2- lumps of wood, 3- nut blocks, 4- screw rod winds, 5- bearings, 6- pads, 7- concrete components,
8- preformed grooves.
Specific embodiment
The utility model is described in detail with reference to the accompanying drawings and examples.
Shown in 1~Fig. 5 of reference picture, the wall column sizing lossless dismounting device of plank sheathing described in the utility model, including template,
Bearing, nut block and screw rod wind, template proximate concrete component are set, and nut block is fixedly installed on template outside, screw rod
One end of wind sequentially passes through nut block and template, is set on bearing, and screw rod wind is connected by screw thread with nut block,
Bearing is arranged at template inner side, between template and concrete component；During installation form, screw rod wind 4 is rotated, make bearing
Retreat in template preformed groove, during form removal, shake screw rod wind 4 makes bearing slowly stretch out, using the propulsive force of bearing by mould
Plate 1 is separated with the surface of concrete component 7, typified form is integrally come off, and present apparatus simple structure is easy to operate, it is to avoid
To the destruction of structural member in concrete component during form removal, it is ensured that the quality of concrete forming outward appearance, in demolishing process effectively
Protection template, makes template reusable, increases the template number of turnover, cost-effective, improves the service efficiency of template, greatly
Form removal speed is accelerated, the operating efficiency of form removal is improved.
Further, the bearing and nut block are distributed on a horizontal linear.
Further, template inner side is provided with preformed groove, and preformed groove is arranged on the horizontal linear of bearing and nut block, reserves
The sectional dimension of groove is big with the sectional dimension of bearing or identical.
Further, the bottom of bearing is provided with pad, and bearing is contacted by pad with concrete component.
Further, template outside is distributed with a plurality of lumps of wood, and nut block is arranged on the lumps of wood.
In one embodiment of the present utility model, operation principle of the present utility model：
1st, present apparatus position is determined, the present apparatus is arranged on typified form flitch, every piece of typified form sets two wall columns
Sizing the lossless dismounting device of plank sheathing, center ofthe, up and down about 1/4 each one of position；
2nd, it is determined that after position drilling, nut block 3 is then fixed on hole location, screw rod wind 4 is passed through
The screw of the lumps of wood 2, template 1 and nut block 3, as shown in figure 5, then reserving the position of pad 6 and bearing 5 in template 1, makes
In pad 6 and the energy setback of bearing 5 preformed groove 8, pad 6 is set to keep same level with template 1；
3rd, the top of screw rod wind 4 is connected with bearing 5 and pad 6, position relationship is as shown in Figure 2, it is ensured that screw rod hand
Rocking handle 4 can normal rotation in bearing 5；
4th, in installation form, screw rod wind 4 is rotated, pad 6 and bearing is retreated in template preformed groove；
5th, during form removal, shake screw rod wind 4 makes pad 6 and bearing slowly stretch out, using the propulsive force of pad 6 by mould
Plate 1 is separated with the surface of concrete component 7, typified form is integrally come off.
In sum, the present apparatus solves difficult vertical structure typified form form removal, template and concrete component and damages big asking
Topic, greatly improves the form removal efficiency of vertical structure, and it is improper and destroy the phenomenon of concrete component to be effectively improved form removal, also very big
Ground protection template, extends template physical life, increases the template number of turnover, improves the service efficiency of material.
Only preferred embodiment of the present utility model above, can not limit the power of the utility model with this certainly
Sharp scope, therefore the equivalence changes made according to present utility model application the scope of the claims, still belong to protection domain of the present utility model.
Claims (5)
1. a kind of wall column sizing lossless dismounting device of plank sheathing, it is characterised in that including template, bearing, nut block and screw rod hand
Rocking handle, nut block is fixedly installed on template outside, and one end of screw rod wind sequentially passes through nut block and template, is set in bearing
On, screw rod wind is connected by screw thread with nut block, and bearing is arranged at template inner side.
2. the wall column according to claim 1 sizing lossless dismounting device of plank sheathing, it is characterised in that the bearing and nut
Block is distributed on a horizontal linear.
3. the wall column according to claim 1 sizing lossless dismounting device of plank sheathing, it is characterised in that template inner side is provided with pre-
Groove, preformed groove is stayed to be arranged on the horizontal linear of bearing and nut block, the sectional dimension of preformed groove is big with the sectional dimension of bearing
Or it is identical.
4. the wall column according to claim 1 sizing lossless dismounting device of plank sheathing, it is characterised in that the bottom of bearing is provided with
Pad, bearing is contacted by pad with concrete component.
5. the wall column according to claim 1 sizing lossless dismounting device of plank sheathing, it is characterised in that template outside is distributed with
The a plurality of lumps of wood, nut block is arranged on the lumps of wood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621080616.5U CN206220520U (en) | 2016-09-26 | 2016-09-26 | The wall column sizing lossless dismounting device of plank sheathing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621080616.5U CN206220520U (en) | 2016-09-26 | 2016-09-26 | The wall column sizing lossless dismounting device of plank sheathing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206220520U true CN206220520U (en) | 2017-06-06 |
Family
ID=58782241
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621080616.5U Expired - Fee Related CN206220520U (en) | 2016-09-26 | 2016-09-26 | The wall column sizing lossless dismounting device of plank sheathing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206220520U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109555315A (en) * | 2019-01-25 | 2019-04-02 | 河北润林新材料科技有限公司 | A kind of the demoulding system and demoulding method of building template |
| CN110103175A (en) * | 2019-06-17 | 2019-08-09 | 广西路桥工程集团有限公司 | A kind of T beam-ends mould dismounting device |
| CN112412034A (en) * | 2020-11-27 | 2021-02-26 | 河南职业技术学院 | Self-disassembling concrete formwork |
| CN112727090A (en) * | 2020-12-26 | 2021-04-30 | 中铁建工集团山东有限公司 | Attached form removal device |
-
2016
- 2016-09-26 CN CN201621080616.5U patent/CN206220520U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109555315A (en) * | 2019-01-25 | 2019-04-02 | 河北润林新材料科技有限公司 | A kind of the demoulding system and demoulding method of building template |
| CN109555315B (en) * | 2019-01-25 | 2023-11-03 | 河北润林新材料科技有限公司 | Form removing system and form removing method for building form |
| CN110103175A (en) * | 2019-06-17 | 2019-08-09 | 广西路桥工程集团有限公司 | A kind of T beam-ends mould dismounting device |
| CN112412034A (en) * | 2020-11-27 | 2021-02-26 | 河南职业技术学院 | Self-disassembling concrete formwork |
| CN112412034B (en) * | 2020-11-27 | 2022-01-28 | 河南职业技术学院 | Self-disassembling concrete formwork |
| CN112727090A (en) * | 2020-12-26 | 2021-04-30 | 中铁建工集团山东有限公司 | Attached form removal device |
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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: 20170606 Termination date: 20210926 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |