CN206737404U - A kind of high-strength building formwork - Google Patents
A kind of high-strength building formwork Download PDFInfo
- Publication number
- CN206737404U CN206737404U CN201720588089.7U CN201720588089U CN206737404U CN 206737404 U CN206737404 U CN 206737404U CN 201720588089 U CN201720588089 U CN 201720588089U CN 206737404 U CN206737404 U CN 206737404U
- Authority
- CN
- China
- Prior art keywords
- stratum reticulare
- reinforcement
- layer
- flaggy
- building formwork
- 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
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 16
- 230000002787 reinforcement Effects 0.000 claims abstract description 49
- 239000010410 layer Substances 0.000 claims abstract description 35
- 239000012792 core layer Substances 0.000 claims abstract description 16
- 239000002184 metal Substances 0.000 claims abstract description 5
- 238000005728 strengthening Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 3
- 238000007493 shaping process Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of high-strength building formwork, including：Overwood flaggy, core layer, first strengthen stratum reticulare, the second reinforcement stratum reticulare and lower plank layer, the first reinforcement stratum reticulare is arranged on core layer upper surface, described and strengthen stratum reticulare and be arranged on core layer lower surface, the overwood flaggy is located above the first reinforcement stratum reticulare, the lower plank layer is arranged on below the second reinforcement stratum reticulare, several the first reinforcement stratum reticulares and second that run through are provided with the core layer and strengthen the reinforcement of stratum reticulare, the overwood flaggy and first strengthens stratum reticulare, and putty layer is provided between lower plank layer and the second reinforcement stratum reticulare.A kind of high-strength building formwork described in the utility model, especially strengthen stratum reticulare using double layer of metal and carry out overall structural strengthening, then along with reinforcement and putty layer are fixed, intensity is high, effectively improves the structural stability of template, reduces problem on deformation.
Description
Technical field
It the utility model is related to building template field, more particularly to a kind of high-strength building formwork.
Background technology
Building template is the formwork and support of concreting shaping, big in the job site usage amount of concrete construction,
And the relative inexpensiveness of timber buildings template, convenient transportation are most widely used, but the structural strength of plank sheathing is low,
When concrete is in expanded by heating, easily cause template cracking or when bend, influence concreting shaping stability.
Utility model content
The purpose of this utility model is to provide a kind of high-strength building formwork, effectively improves the Stability Analysis of Structures of template
Property, reduce problem on deformation.
To use following technical scheme up to this purpose, the utility model：
A kind of high-strength building formwork, including：Overwood flaggy, core layer, first strengthen stratum reticulare, second strengthen stratum reticulare and under
Plank layer, the first reinforcement stratum reticulare are arranged on core layer upper surface, and the second reinforcement stratum reticulare is arranged on core layer lower surface,
The overwood flaggy is arranged on above the first reinforcement stratum reticulare, and the lower plank layer is arranged on below the second reinforcement stratum reticulare, the core
Several the first reinforcement stratum reticulares and second that run through are provided with flaggy and strengthen the reinforcement of stratum reticulare, the overwood flaggy and first are strengthened
Stratum reticulare, putty layer is provided between lower plank layer and the second reinforcement stratum reticulare.
In one preferred embodiments of the utility model, the first reinforcement stratum reticulare and the second reinforcement stratum reticulare are metal net layer.
In one preferred embodiments of the utility model, the reinforcement is the I-shaped or groove that top and bottom carry crossbeam
Type supports.
In one preferred embodiments of the utility model, the top plane of the reinforcement is higher than the upper plane of the first stratum reticulare, institute
The baseplane for stating reinforcement is higher than the second stratum reticulare baseplane.
In one preferred embodiments of the utility model, the reinforcement top rib plane is higher than plane 1.5mm on the first stratum reticulare, institute
State reinforcement baseplane and be higher than the second stratum reticulare baseplane 1.5mm.
In one preferred embodiments of the utility model, the surface of the overwood flaggy and lower plank layer is provided with peritonaeum
Layer.
The beneficial effects of the utility model：A kind of building template of bending resistance enhancing, especially make use of net layer to carry out overall
Structural strengthening, particularly steel wire set in be filled using core layer, along with the fixation of rivet, the effect of bending resistance is good, has
Effect is lifted at the structural stability under external force, reduces problem on deformation, lifting construction stability.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Embodiment
The technical solution of the utility model is further illustrated with reference to Fig. 1 and by specific embodiment.
A kind of high-strength building formwork, including：Overwood flaggy 1, core layer 3, first strengthen stratum reticulare 2, second and strengthen stratum reticulare 4
With lower plank layer 5, the first reinforcement stratum reticulare 2 is arranged on the upper surface of core layer 3, and the second reinforcement stratum reticulare 4 is arranged on core plate
3 lower surface of layer, bilayer strengthen the intensity that stratum reticulare 2 effectively strengthens core layer 3, improve the bulk strength of building template.
The overwood flaggy 1 is arranged on the top of the first reinforcement stratum reticulare 2, and the lower plank layer 1 is arranged on the second reinforcement stratum reticulare 4
Lower section, several the first reinforcement stratum reticulares 2 and second that run through are provided with the core layer 3 and strengthen the reinforcements 6 of stratum reticulare 3, are strengthened
Reinforcement stratum reticulare is connected with core layer 3, and the upper plank 1 and first strengthens stratum reticulare 2, lower plank layer 5 and the second reinforcing mat
Putty layer 7 is provided between layer 4, improves the integral hardness of plank layer.
The present embodiment, it is metal net layer that the first reinforcement stratum reticulare 2 and second, which strengthens stratum reticulare 4, the weight of metal net layer
Gently, structural strength is high, lift structure intensity.
In the present embodiment, the reinforcement 4 is that I-shaped or groove profile of the top and bottom with crossbeam supports, the reinforcement
The top plane of muscle 4 strengthens the upper plane of stratum reticulare 2 higher than first, and the baseplane of the reinforcement 4 is put down higher than the second reinforcement stratum reticulare 4 bottom
Face, the reinforcement 4 push up plane and strengthen plane 1.5mm on stratum reticulare 2 higher than first, and the baseplane of reinforcement 4 adds higher than second
The strong baseplane 1.5mm of stratum reticulare 4, the raised area are filled with strengthening the distance between stratum reticulare difference using putty layer 7, and planarization is good, and
And it is wear-resisting, be advantageous to concrete pours shaping.
In the present embodiment, the surface of the overwood flaggy 1 and lower plank layer 5 is provided with peritoneal layer, after lifting construction
Water proofing property, it is adapted to outdoor use.
The beneficial effects of the utility model：A kind of high-strength building formwork, the structural stability of template is effectively improved, is subtracted
Few problem on deformation.
Above content is only preferred embodiment of the present utility model, for one of ordinary skill in the art, according to this reality
With new thought, there will be changes, this specification content should not be construed as in specific embodiments and applications
To limitation of the present utility model.
Claims (6)
- A kind of 1. high-strength building formwork, it is characterised in that including：Overwood flaggy, core layer, the first reinforcement stratum reticulare, second add Strong stratum reticulare and lower plank layer, the first reinforcement stratum reticulare are arranged on core layer upper surface, and the second reinforcement stratum reticulare is arranged on core Flaggy lower surface, the overwood flaggy are arranged on above the first reinforcement stratum reticulare, and the lower plank layer is arranged on the second reinforcement stratum reticulare Lower section, several the first reinforcement stratum reticulares and second that run through are provided with the core layer and strengthen the reinforcements of stratum reticulare, the upper plank Layer and first strengthens stratum reticulare, and putty layer is provided between lower plank layer and the second reinforcement stratum reticulare.
- 2. high-strength building formwork according to claim 1, it is characterised in that described first, which strengthens stratum reticulare and second, strengthens Stratum reticulare is metal net layer.
- 3. high-strength building formwork according to claim 1, it is characterised in that the reinforcement carries for top and bottom The I-shaped or groove profile support of crossbeam.
- 4. high-strength building formwork according to claim 1, it is characterised in that the top plane of the reinforcement is higher than first The upper plane of stratum reticulare, the baseplane of the reinforcement are higher than the second stratum reticulare baseplane.
- 5. high-strength building formwork according to claim 1, it is characterised in that the reinforcement top rib plane is higher than the first net Plane 1.5mm on layer, the reinforcement baseplane are higher than the second stratum reticulare baseplane 1.5mm.
- 6. high-strength building formwork according to claim 1, it is characterised in that the table of the overwood flaggy and lower plank layer Face is provided with peritoneal layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720588089.7U CN206737404U (en) | 2017-05-25 | 2017-05-25 | A kind of high-strength building formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720588089.7U CN206737404U (en) | 2017-05-25 | 2017-05-25 | A kind of high-strength building formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206737404U true CN206737404U (en) | 2017-12-12 |
Family
ID=60568090
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720588089.7U Expired - Fee Related CN206737404U (en) | 2017-05-25 | 2017-05-25 | A kind of high-strength building formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206737404U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108624376A (en) * | 2018-05-10 | 2018-10-09 | 安徽东升精密铸钢件有限公司 | A kind of sawdust biological particles |
-
2017
- 2017-05-25 CN CN201720588089.7U patent/CN206737404U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108624376A (en) * | 2018-05-10 | 2018-10-09 | 安徽东升精密铸钢件有限公司 | A kind of sawdust biological particles |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171212 |