CN202299397U - Split-type building template - Google Patents
Split-type building template Download PDFInfo
- Publication number
- CN202299397U CN202299397U CN2011203114059U CN201120311405U CN202299397U CN 202299397 U CN202299397 U CN 202299397U CN 2011203114059 U CN2011203114059 U CN 2011203114059U CN 201120311405 U CN201120311405 U CN 201120311405U CN 202299397 U CN202299397 U CN 202299397U
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- China
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- side plate
- crossbeam
- modular unit
- gusset
- wall
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Abstract
The utility model relates to a split-type building template, comprising a column template unit, a cross beam template unit, a roof template unit and a wall template unit, wherein the first angle plate, the second angle plate, the third angle plate and the fourth angle plate of the column template unit are made from plates; the first cross beam plate, the second cross beam side plate and the third cross beam side plate of the cross beam template unit are made from plates as well; additionally, the support reinforcement beam, the panel and the support top pillar of the roof template unit are made from plates; and finally, the inner wall and the outer wall of the wall template unit are made from plates. The plate comprises a first side plate, a second side plate and an isolation plate, wherein the isolation plate is connected between the first side plate and the second side plate, the space between the first side plate and the second side plate is isolated by the isolation plate to form a plurality of cavities, and a foaming material block is filled in each cavity.
Description
Technical field
The utility model relates to a kind of split template for building, is meant that especially a kind of column template unit, crossbeam modular unit, roof modular unit and metope modular unit and various piece of comprising all is to be filled with the construction formwork that the board making of expanded material forms by inside.
Background technology
As everyone knows, present building adopts the structure of frame type more, and its framework mainly is that the material that tower structure adopted mainly comprises shaped steel and steel concrete by the rigidly connected cage construction of beam and column.But the construction sequence of constructor's tower structure when carrying out concrete construction building is generally at first plank or other plate bodys is fixed into a unitary mould through nail or clip now; Then in unitary mould, arrange reinforcing bar; Placing of concrete in this unitary mould afterwards; After concrete fully solidified, the constructor need disassemble to accomplish integral construction by plank or other plate bodys that aid will be formed mould successively.The above-mentioned job practices of utilizing plank or other plate bodys to be fixed into unitary mould through nail or clip has many shortcomings and narrates as follows respectively now in concrete the application: at first; Owing to be so that to utilize plank or other plate bodys to be fixed into the overall precision of mould of unitary mould through nail or clip not high; The degree of accuracy of mould or precision need the constructor to judge voluntarily, are unfavorable for promoting structural quality like this, secondly; Above-mentioned mode is spliced into mould in practical implementation the loss ratio of plate body is bigger; Often need constantly to replenish new plate body, thereby can increase building costs, once more; Above-mentioned mode construction sequence in practical implementation is very lack of standardization, is unfavorable for controlling the total quality of building.Be the major defect of conventional art as stated.
The utility model content
The utility model provides a kind of split construction formwork combined system, and utilizing the technology of the utility model to carry out architecture construction can the standard construction step, improve construction quality, and this is the main purpose for the utility model.
The technical scheme that the utility model adopted is: a kind of split type construction formwork; It comprises column template unit, crossbeam modular unit, roof modular unit and metope modular unit; This column template unit comprises first gusset, second gusset, set square and Square consisting of two isosceles right-angled triangles; This first gusset, this second gusset, this set square and this Square consisting of two isosceles right-angled triangles center on formation one post chamber around forming this column template unit by this first gusset, this second gusset, this set square and this Square consisting of two isosceles right-angled triangles.
This crossbeam modular unit comprises first header board, the second crossbeam side plate and the 3rd crossbeam side plate; This second crossbeam side plate and the 3rd crossbeam side plate symmetry are connected the both sides of this first header board, center on by this first header board, this second crossbeam side plate and the 3rd crossbeam side plate to form a crossbeam chamber.
This roof modular unit comprises support muscles and bones beam, panel and support fore-set, and wherein, this support muscles and bones beam is set up between this crossbeam modular unit, and this panel is connected between this adjacent support muscles and bones beam, and this support fore-set is erected at this support muscles and bones beam below.
This metope modular unit comprises the wall base, interior wall and exterior wall, and this interior wall and this exterior wall are erected at the inside and outside both sides of this wall base respectively, between this interior wall and this exterior wall, forms a body of wall chamber.
This first gusset of this column template unit, this second gusset, this set square and this Square consisting of two isosceles right-angled triangles; All processed by sheet material, this first header board of this crossbeam modular unit, this second crossbeam side plate and the 3rd crossbeam side plate are also all processed by sheet material; This of this roof modular unit supports muscles and bones beam, this panel and should support fore-set in addition; Also all processed by sheet material, this interior wall of this metope modular unit and this exterior wall are also all processed by sheet material at last.
This sheet material comprises first side plate, second side plate and division board; Wherein, This division board is connected between this first side plate and this second side plate; By this division board the spatial separation between this first side plate and this second side plate is formed some cavitys, all be filled with the expanded material piece in each this cavity.
The beneficial effect of the utility model is: because this first gusset, this second gusset, this set square and this Square consisting of two isosceles right-angled triangles of this column template unit of the utility model are all processed by sheet material.This first header board of this crossbeam modular unit, this second crossbeam side plate and the 3rd crossbeam side plate are all processed by sheet material.This of this roof modular unit supports muscles and bones beam, this panel and should support fore-set, all processed by sheet material.This interior wall of this metope modular unit and this exterior wall are all processed by sheet material.And all be filled with the expanded material piece in this sheet material.Can promote the structural strength of this sheet material through this expanded material piece, and finally reach the effect that promotes this split type construction formwork bulk strength.
Description of drawings
Fig. 1 is the perspective exploded view of the utility model.
Fig. 2 is the schematic perspective view of the column template unit of the utility model.
Fig. 3 is the sectional view of the crossbeam modular unit of the utility model.
Fig. 4 is the schematic perspective view of the metope modular unit of the utility model.
Fig. 5 is the schematic perspective view of the sheet material of the utility model.
The specific embodiment
Shown in Fig. 1 to 5, a kind of split type construction formwork, it comprises column template unit 10, crossbeam modular unit 20, roof modular unit 30 and metope modular unit 40.
This column template unit 10 comprises first gusset 11, second gusset 12, set square 13 and Square consisting of two isosceles right-angled triangles 14.
This first gusset 11, this second gusset 12, this set square 13 and this Square consisting of two isosceles right-angled triangles 14 are around forming this column template unit 10.
Center on formation one post chamber 16 by this first gusset 11, this second gusset 12, this set square 13 and this Square consisting of two isosceles right-angled triangles 14.
This crossbeam modular unit 20 comprises first header board 21, the second crossbeam side plate 22 and the 3rd crossbeam side plate 23.
This second crossbeam side plate 22 and the 3rd crossbeam side plate 23 symmetries are connected the both sides of this first header board 21.
Center on formation one crossbeam chamber 24 by this first header board 21, this second crossbeam side plate 22 and the 3rd crossbeam side plate 23.
This roof modular unit 30 comprises support muscles and bones beam 31, panel 32 and supports fore-set 33.Wherein, this support muscles and bones beam 31 is set up between this crossbeam modular unit 20.This panel 32 is connected between this adjacent support muscles and bones beam 31.This support fore-set 33 is erected at this support muscles and bones beam 31 belows.
This metope modular unit 40 comprises the wall base 41, interior wall 42 and exterior wall 43, and this interior wall 42 and this exterior wall 43 are erected at the inside and outside both sides of this wall base 41 respectively.
Between this interior wall 42 and this exterior wall 43, form a body of wall chamber 44, the constructor is solidified the body of wall that forms building in concrete casting to this body of wall chamber 44 in concrete construction.
This first gusset 11 of this column template unit 10, this second gusset 12, this set square 13 and this Square consisting of two isosceles right-angled triangles 14 are all processed by sheet material 50.
This first header board 21 of this crossbeam modular unit 20, this second crossbeam side plate 22 and the 3rd crossbeam side plate 33 are all processed by sheet material 50.
This of this roof modular unit 30 supports muscles and bones beam 31, this panel 32 and should support fore-set 33, all processed by sheet material 50.
This interior wall 42 and this exterior wall 43 of this metope modular unit 40 are all processed by sheet material 50.
Shown in Fig. 1 to 5; This sheet material 50 comprises first side plate 51, second side plate 52 and division board 53; Wherein, This division board 53 is connected between this first side plate 51 and this second side plate 52, by this division board 53 spatial separation between this first side plate 51 and this second side plate 52 is formed some cavitys 54.
All be filled with the expanded material piece in each this cavity 54.
Can promote the structural strength of this sheet material 50 through this expanded material piece, and finally reach the effect that promotes this split type construction formwork bulk strength.
Claims (2)
1. split type construction formwork; It is characterized in that: it comprises column template unit, crossbeam modular unit, roof modular unit and metope modular unit; This column template unit comprises first gusset, second gusset, set square and Square consisting of two isosceles right-angled triangles; This first gusset, this second gusset, this set square and this Square consisting of two isosceles right-angled triangles center on formation one post chamber around forming this column template unit by this first gusset, this second gusset, this set square and this Square consisting of two isosceles right-angled triangles
This crossbeam modular unit comprises first header board, the second crossbeam side plate and the 3rd crossbeam side plate; This second crossbeam side plate and the 3rd crossbeam side plate symmetry are connected the both sides of this first header board; Center on formation one crossbeam chamber by this first header board, this second crossbeam side plate and the 3rd crossbeam side plate
This roof modular unit comprises support muscles and bones beam, panel and support fore-set, and wherein, this support muscles and bones beam is set up between this crossbeam modular unit, and this panel is connected between this adjacent support muscles and bones beam, and this support fore-set is erected at this support muscles and bones beam below,
This metope modular unit comprises the wall base, interior wall and exterior wall, and this interior wall and this exterior wall are erected at the inside and outside both sides of this wall base respectively, between this interior wall and this exterior wall, forms a body of wall chamber.
2. a kind of split type construction formwork as claimed in claim 1; It is characterized in that: this first gusset of this column template unit, this second gusset, this set square and this Square consisting of two isosceles right-angled triangles, all process this first header board of this crossbeam modular unit, this second crossbeam side plate and the 3rd crossbeam side plate by sheet material; Also all process by sheet material; This support muscles and bones beam, this panel and this support fore-set of this roof modular unit are also all processed by sheet material, at last this interior wall of this metope modular unit and this exterior wall in addition; Also all process by sheet material
This sheet material comprises first side plate, second side plate and division board; Wherein, This division board is connected between this first side plate and this second side plate; By this division board the spatial separation between this first side plate and this second side plate is formed some cavitys, all be filled with the expanded material piece in each this cavity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203114059U CN202299397U (en) | 2011-08-18 | 2011-08-18 | Split-type building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203114059U CN202299397U (en) | 2011-08-18 | 2011-08-18 | Split-type building template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202299397U true CN202299397U (en) | 2012-07-04 |
Family
ID=46368323
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203114059U Expired - Fee Related CN202299397U (en) | 2011-08-18 | 2011-08-18 | Split-type building template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202299397U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703402A (en) * | 2015-11-17 | 2017-05-24 | 姚勇 | Cast-in-situ wall molding device |
| CN106835986A (en) * | 2017-01-13 | 2017-06-13 | 成都启立辰智科技有限公司 | Bridge pier internal model structure |
-
2011
- 2011-08-18 CN CN2011203114059U patent/CN202299397U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703402A (en) * | 2015-11-17 | 2017-05-24 | 姚勇 | Cast-in-situ wall molding device |
| CN106835986A (en) * | 2017-01-13 | 2017-06-13 | 成都启立辰智科技有限公司 | Bridge pier internal model structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120704 Termination date: 20120818 |