CN205012513U - Energy -savingly exempt from to tear open building templates - Google Patents
Energy -savingly exempt from to tear open building templates Download PDFInfo
- Publication number
- CN205012513U CN205012513U CN201520608809.2U CN201520608809U CN205012513U CN 205012513 U CN205012513 U CN 205012513U CN 201520608809 U CN201520608809 U CN 201520608809U CN 205012513 U CN205012513 U CN 205012513U
- Authority
- CN
- China
- Prior art keywords
- energy
- place mould
- dismantling formwork
- reinforcing bar
- template
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses an energy -savingly exempt from to tear open building templates from left to right includes -in -place mould no. 1, polyphenyl board, reinforcing bar net, concrete placement layer and -in -place mould no. 2, bond through gluing the thick liquid between -in -place mould no. 1 and the polyphenyl board, 2 it is fixed through the connecting rod between the individual reinforcing bar net, be fixed with split bolt on -in -place mould no. 1, reinforcing bar net and the -in -place mould no. 2, the utility model discloses the permanent formwork of dismantlement can be avoided and the not enough of traditional template has been overcome to can reach the needs of energy saving and environmental protection, this kind of template not only has the shaping of support function, can become the part that remains among the building structure moreover, participates in the building bearing, and this template still has functions such as heat preservation, waterproof, thermal -insulated, decoration, has practiced thrift the amount of labour and fixture and fitting fare usefulness greatly, reduction of erection time greatly, reduce project cost.
Description
Technical field
The utility model relates to a kind of construction formwork, is specifically related to a kind of energy-saving exempting from and tears down and build building mould.
Background technology
Along with the fast development of China's economic society, Wood consumption constantly increases, and the transition of forest felling causes the deterioration of the ecological environment, and the natural calamities such as atmosphere pollution, desertification of land, soil erosion take place frequently.At present, China's year consumes timber 5 billion cubic meters nearly, and building field is the rich and influential family of China's timber consumption, and year consumption amount of wood accounts for 1/3 of national aggregate consumption, wherein only construction formwork just consumes timber more than 1200 ten thousand steres, is equivalent to 1/6 of Chinese commodity timber yield.According to measuring and calculating, China's annual waste and old wood yield about 5000 ten thousand stere, wherein the proportion of construction formwork is maximum.As can be seen here, vigorously advocating construction formwork material-saving does extremely urgent for carpenter.
In all kinds of building, exempt from dismounting template as Light trabs, the advantage such as good processability, moderate cost, building-save land, insulation, save energy and reduce the cost in have great significance.
Utility model content
For the problems referred to above, the utility model provides a kind of energy-saving exempting from and tears down and build building mould, its object is to: saving resource, protection of the environment.
Technical solution of the present utility model:
A kind of energy-saving exempting from tears down and build building mould, it is characterized in that: from left to right comprise non-dismantling formwork one, polyphenyl plate, steel mesh reinforcement, concrete lift and non-dismantling formwork two, bondd by rubber cement between described non-dismantling formwork one and polyphenyl plate, fixed by connecting rod between described 2 steel mesh reinforcements, described non-dismantling formwork one, steel mesh reinforcement and non-dismantling formwork two are fixed with split bolt.
Described non-dismantling formwork two is provided with hole.
The thickness range of described concrete lift is: 80mm ~ 100mm.
The beneficial effects of the utility model:
The permanent formwork that the utility model can exempt dismounting overcomes the deficiency of conventional template; and the needs of energy conservation and protection of the environment can be reached; this template not only has the shaping function of support; and the reserve part that can become in building structure; participate in building load-bearing, this template also has the functions such as insulation, waterproof, heat insulation, decoration, has greatly saved the amount of labour and decoration cost; the greatly reduction of erection time, reduce construction costs.
Accompanying drawing explanation
Fig. 1: the utility model structural principle schematic diagram.
Wherein: 1 non-dismantling formwork 1 polyphenyl plate 3 steel mesh reinforcement 4 non-dismantling formwork 25 concrete lift 6 connecting rod 7 split bolt 8 reinforcing bar.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described further:
As shown in Figure 1, a kind of energy-saving exempting from tears down and build building mould, from left to right comprise non-dismantling formwork 1, polyphenyl plate 2, steel mesh reinforcement 3, concrete lift 5 and non-dismantling formwork 24, bondd by rubber cement between described non-dismantling formwork 1 and polyphenyl plate 2, fixed by connecting rod 6 between described 2 steel mesh reinforcements 3, described non-dismantling formwork 1, steel mesh reinforcement 3 and non-dismantling formwork 24 are fixed with split bolt 7, be provided with multiple circular port in the middle of described non-dismantling formwork 24, in the middle of described concrete lift 5, be provided with circular port.
Specific construction process:
Non-dismantling formwork 1 and polyphenyl plate 2 cementing agent are adopted the rubber cement of water mixing mud, the proportioning of rubber cement is: glue: milky white adhesive=1:1, smears cementing agent respectively, all smear reality in polyphenyl plate 2 with non-dismantling formwork 1 hair side, then with deadweight pressurization, the superiors press weight; Then steel mesh reinforcement 3 is inserted preposition to be connected with reinforcing bar 8 colligation of bottom; Polyphenyl plate 2 and steel mesh reinforcement 3 are fixed on wallboard, then placing of concrete, then carry out maintenance, form removal, finally carry out incrustation.
The non-dismantling formwork quality of the utility model design is light, and decrease cross section and the arrangement of reinforcement of building, single form quality is light, carrying and easy for installation, wall body structure gross mass is about 2/3rds of brick mix structure, and construction speed is fast and convenient, adapt to industrialization and mechanization production, pipeline arrangement convenience.
To sum up, the utility model accomplishes the end in view.
Claims (3)
1. energy-saving exempting from tears down and build building mould, it is characterized in that: from left to right comprise non-dismantling formwork one, polyphenyl plate, steel mesh reinforcement, concrete lift and non-dismantling formwork two, bondd by rubber cement between described non-dismantling formwork one and polyphenyl plate, fixed by connecting rod between described 2 steel mesh reinforcements, described non-dismantling formwork one, steel mesh reinforcement and non-dismantling formwork two are fixed with split bolt.
2. energy-saving the exempting from of one according to claim 1 tears down and build building mould, it is characterized in that: described non-dismantling formwork two is provided with hole.
3. energy-saving the exempting from of one according to claim 1 tears down and build building mould, it is characterized in that: the thickness range of described concrete lift is: 80mm ~ 100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520608809.2U CN205012513U (en) | 2015-08-14 | 2015-08-14 | Energy -savingly exempt from to tear open building templates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520608809.2U CN205012513U (en) | 2015-08-14 | 2015-08-14 | Energy -savingly exempt from to tear open building templates |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205012513U true CN205012513U (en) | 2016-02-03 |
Family
ID=55211125
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520608809.2U Expired - Fee Related CN205012513U (en) | 2015-08-14 | 2015-08-14 | Energy -savingly exempt from to tear open building templates |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205012513U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836530A (en) * | 2017-03-23 | 2017-06-13 | 李浩民 | A kind of cast-in-situ concrete member external thermal insulation construction and its construction method |
| CN108316549A (en) * | 2018-03-27 | 2018-07-24 | 长春工程学院 | A kind of combined heat-insulation wall plate |
| CN108755935A (en) * | 2018-07-27 | 2018-11-06 | 上海宝冶集团有限公司 | Tooling without mould concrete and its construction method |
| CN110307010A (en) * | 2019-07-31 | 2019-10-08 | 中国电建集团成都勘测设计研究院有限公司 | Hydraulic tunnel abutment wall and bottom plate lining construction template system |
-
2015
- 2015-08-14 CN CN201520608809.2U patent/CN205012513U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836530A (en) * | 2017-03-23 | 2017-06-13 | 李浩民 | A kind of cast-in-situ concrete member external thermal insulation construction and its construction method |
| CN106836530B (en) * | 2017-03-23 | 2022-04-15 | 李浩民 | Cast-in-place concrete member external thermal insulation structure and construction method thereof |
| CN108316549A (en) * | 2018-03-27 | 2018-07-24 | 长春工程学院 | A kind of combined heat-insulation wall plate |
| CN108755935A (en) * | 2018-07-27 | 2018-11-06 | 上海宝冶集团有限公司 | Tooling without mould concrete and its construction method |
| CN110307010A (en) * | 2019-07-31 | 2019-10-08 | 中国电建集团成都勘测设计研究院有限公司 | Hydraulic tunnel abutment wall and bottom plate lining construction template system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205012513U (en) | Energy -savingly exempt from to tear open building templates | |
| CN103306501A (en) | Energy-saving domestic architecture with cast-in-place industrial gypsum bearing wall and manufacturing method thereof | |
| CN106499045A (en) | A kind of prefabricated composite construction parapet and construction method | |
| CN201362957Y (en) | Novel plastic plane construction template | |
| CN201539094U (en) | Composite wooden formwork | |
| CN105256946B (en) | Wood-structure bearing heat preservation wallboard | |
| CN107747378A (en) | The body composite board processing method of Fast Installation heat insulation decorative load-bearing one | |
| CN204662762U (en) | The ardealite combined wall board that a kind of bamboo reinforcement is strengthened | |
| Zhang et al. | A comparative study of the direct costs between prefabricated housing system and the traditional construction technology—A case study of precast concrete wall panel | |
| CN206205139U (en) | A kind of prefabricated composite construction parapet | |
| CN209429538U (en) | A kind of shear wall formwork support steel lumps of wood keel | |
| CN202214893U (en) | Environment-friendly energy-saving recyclable concrete self-heat-preserving building block | |
| CN203583874U (en) | Prefabricated column mould | |
| CN203200952U (en) | Perpendicular connecting deice of light wall separating board | |
| CN207812740U (en) | One body composite board linear type wall of Fast Installation heat insulation decorative load-bearing | |
| CN202220390U (en) | Self-heat-insulation sandwich wall built with ribbed bricks | |
| CN202248883U (en) | Template eyelet plugging device | |
| CN207892081U (en) | One body composite board T shape walls of Fast Installation heat insulation decorative load-bearing | |
| CN201103237Y (en) | Building form plate with lining | |
| CN201033910Y (en) | Lightweight energy-saving building board | |
| CN104018614B (en) | The preparation of precast concrete assembled plate and monolithic architecture constructive method | |
| CN211850165U (en) | Building block integral wall structure | |
| CN215889364U (en) | Accurate positioning device for beam and plate reserved vertical hole of construction building | |
| CN202809500U (en) | Assembly-type precast reinforced concrete flume | |
| CN209339185U (en) | A kind of two-sided composite wallboard piping lane system of ultra-high performance concrete |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160203 Termination date: 20170814 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |