CN102268921A - Beam template for construction - Google Patents
Beam template for construction Download PDFInfo
- Publication number
- CN102268921A CN102268921A CN2011100992272A CN201110099227A CN102268921A CN 102268921 A CN102268921 A CN 102268921A CN 2011100992272 A CN2011100992272 A CN 2011100992272A CN 201110099227 A CN201110099227 A CN 201110099227A CN 102268921 A CN102268921 A CN 102268921A
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- flute profile
- modules
- template
- profile module
- connection strap
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Abstract
The invention discloses a beam template for construction. The beam template comprises a bottom template (1) and a lateral template (2). The bottom template (1) and the lateral template (2) are formed by assembling grooved modules (4) through bolts (3) or inserted pins or screw threads. The modules (4) are longitudinally connected through connection strips (12). Connection strip locating pieces (10) are arranged at the ends of the modules (4). The connection strips (12) are positioned between lateral plates (8) of the modules (4) and the connection strip locating pieces (10). Top plates (5) and bottom plates (6) of the modules (4) are provided with holes (7). The lateral plates (8) are provided with holes (9). The connection strip locating pieces (10) are provided with holes (11). In the event of assembling the beam template for construction, the bolts (3) or the inserted pins or the screw threads pass through the holes (7) on the modules (4) and the modules (4) are connected so that the bottom template (1) and the lateral template (2) are formed; and transverse pulling and bonding pieces (14) pass through the holes (9) on the modules (4) to pull and bond the lateral template (2) so that the integral beam template for construction is formed. The beam template for construction has the advantages of high rigidity, high bearing capacity, long service life and simple construction process, and the modules can be obtained through mechanization production.
Description
Technical field:
The present invention relates to the realm of building construction, specifically refer to a kind of beam forms for building.
Background technology:
Since the nineties, China's architectural structure system has had very great development. and highrise building and super highrise building are built in a large number, large-scale basis facility and urban traffic, speedway develop rapidly.These modern heavy construction systems, workmanship requires high, the construction technology complexity.Therefore, building construction technology must be improved, and is same, and mould plate technique has also been proposed new demand, must adopt advanced mould plate technique, could satisfy the requirement of modern construction engineering construction.Because traditional wooden form for building expends a large amount of forest reserves in producing use, recovery utilization rate is low, has expended a large amount of material resources manpowers, and the environment to China has caused serious harm simultaneously.Traditional steel form exist from great, repeat usage is low, dismounting is difficult, operator's labour intensity is big, and problem such as construction quality is not high, there are shortcomings such as piece is little, piece is many, rigidity is weak in combined steel formwork.
Summary of the invention:
The object of the present invention is to provide a kind of beam forms for building, this beam forms for building has the bearing capacity height, and working procedure is simple, and form removal is simple, characteristics such as recovery utilization rate height.
The present invention seeks to realize like this, a kind of beam forms for building, this beam forms for building comprises soffit formwork, side template, soffit formwork, side template are assembled by bolt or latch or screw thread by flute profile module connected to one another more than two.The invention is characterized in that the flute profile module is vertically connected by connection strap, the flute profile module ends has the connection strap keeper, and connection strap is between the side plate and connection strap keeper of flute profile module.Feature of the present invention also is on the connection strap keeper of flute profile module ends hole is arranged.Described flute profile module is made up of top board, base plate, side plate and connection strap keeper.When Building block is used beam forms, connection strap is inserted between the connection strap keeper and side plate of flute profile module ends, connect two flute profile modules, bolt or latch or screw thread are by fixedly connected of the hole on the connection strap keeper, distance between the two flute profile module ends can be regulated, to satisfy the demand of different size beam forms.Vertically easy to connect, flexible between the two flute profile modules.
Feature of the present invention also is on the top board of flute profile module and the base plate hole is arranged, and hole is arranged on the side plate.When Building block is used beam forms, make the hole on adjacent two flute profile module top boards and the base plate corresponding mutually, bolt or latch or screw thread are passed hole on top board and the base plate, two flute profile modules about connection form soffit formwork; The base plate hole that makes top flute profile module is corresponding up and down with the top board hole of bottom flute profile module, and bolt or latch or screw thread are passed hole on top board and the base plate, connects two flute profile modules up and down, the formation side template; Because on the top board of flute profile module, base plate, the side plate hole is arranged all, at soffit formwork and side template intersection, such flute profile module can be used for connecting soffit formwork and side template.After installing soffit formwork and side template, horizontal tension member is passed hole on the flute profile module side plate, and with the abutment sleeve acting in conjunction, can drawknot two side templates, improve the resistance to overturning of beam forms for building, satisfy the construction instructions for use.Hole on the flute profile module side plate can also be used to installing the form removal bolt, and the end of form removal bolt is concordant with the outer wall of flute profile module side plate, and during concreting, concrete can not flow out from hole.When removing beam forms for building, turn the form removal bolt, under the effect of form removal bolt force, side template separates with concrete beam easily, the convenient monolithic architecture beam forms of removing.
When Building block was used beam forms, the flute profile module-external had the outsourcing connector, and the outsourcing connector can vertically connect adjacent modules, regulated the distance between the flute profile module ends, satisfied the demand of different size beam forms.The connector of outsourcing simultaneously can wrap in the connection strap keeper place on the flute profile module, prevents when concreting, and concrete flows out from connection strap, and the outsourcing connector plays the effect of filling block.
The flute profile module has yi word pattern, L type, and the flute profile module adopts different shape, can be used for inner corner trim, the external corner position of L type, T type, cross coupling template such as cross, to satisfy the requirement of different parts to modular shape.
Description of drawings:
Fig. 1 is flute profile module 4 structural representations, and 5 is the top board of module 4, and 6 is the base plate of module 4, and 8 is the side plate of module 4, and 7 is the hole on module 4 top boards 5 and the base plate 6, and 9 is the hole on the side plate 5.
Fig. 2 is L shaped flute profile module 4 structural representations.
Fig. 3 is two flute profile modules, 4 vertical syndeton schematic diagrames, and 3 is connecting bolt, and 10 is the connection strap keeper, and 11 is the hole on the connection strap keeper 10, and 12 is connection strap.
Fig. 4 is that two flute profile modules 4 vertically connect another embodiment.
Fig. 5 is that two flute profile modules 4 vertically connect another embodiment, and 13 are the outsourcing connector.
Fig. 6 is that two flute profile modules 4 vertically connect another embodiment.
Fig. 7 is flute profile module 4 vertical syndeton schematic diagrames, and 3 is connecting bolt.
Fig. 8 is flute profile module 4 form removal device schematic diagrames, and 16 are the form removal bolt.
Fig. 9 is two side template drawknot structural representations, and 14 is horizontal tension member, and 15 is abutment sleeve.
Figure 10 is two another embodiment of side template drawknot.
Figure 11 is the beam forms structural representation for building of flute profile module 4 assembly units, and 1 is soffit formwork, and 2 is side template.
Figure 12 is another embodiment of beam forms for building of flute profile module 4 assembly units.
The specific embodiment:
As shown in drawings, a kind of beam forms for building, this beam forms for building comprises soffit formwork 1, side template 2, soffit formwork 1, side template 2 are assembled by bolt 3 or latch or screw thread by flute profile module 4 connected to one another more than two.The invention is characterized in that flute profile module 4 is vertically connected by connection strap 12, there is connection strap keeper 10 flute profile module 4 ends, and connection strap 12 is between the side plate 8 and connection strap keeper 10 of flute profile module 4.
Feature of the present invention also is on the connection strap keeper 10 of flute profile module 4 ends hole 11 is arranged.
On the top board 5 that feature of the present invention also is flute profile module 4 and the base plate 6 hole 7 is arranged, hole 9 is arranged on the side plate 8.
Fig. 1, Fig. 2 are flute profile module 4 structural representations, and 5 is the top board of flute profile module 4, and 6 is the base plate of flute profile module 4, and 8 is the side plate of flute profile module 4, and 7 is the hole on flute profile module 4 top boards 5 and the base plate 6, and 9 is the hole on the side plate 8.When Building block is used beam forms, make the hole 7 on adjacent two flute profile modules, 4 top boards 5 and the base plate 6 corresponding mutually, bolt 3 or latch or screw thread are passed hole 7 on top board 5 and the base plate 6, two flute profile modules 4 about connection form soffit formwork 1; Make the hole 7 on hole 7 and bottom flute profile module 4 top boards 5 on top flute profile module 4 base plates 6 corresponding mutually, bolt 3 or latch or screw thread are passed hole 7 on top board 5 and the base plate 6, connect two flute profile modules 4 up and down, formation side template 2; Because top board 5, the base plate 6 of flute profile module 4 have cavity 7, and hole 9 is arranged on the side plate 8, at soffit formwork 1 and side template 2 intersections, such flute profile module 4 can be used for connecting soffit formwork 1 and side template 2.Use bolt 3 or latch or screwed connection flute profile module 4, can guarantee that flute profile module 4 connects closely, the integrated carrying ability of beam forms for building improves.In other accompanying drawings, to number identically, its explanation is identical.
Fig. 3, Fig. 4 are two flute profile modules, 4 vertical syndeton schematic diagrames, and 10 is the connection strap keeper, and 11 is the hole on the connection strap keeper 10, and 12 is connection strap.When Building block is used beam forms, connection strap 12 is inserted between the connection strap keeper 10 and side plate 8 of flute profile module 4 ends, connect two flute profile modules 4, bolt 3 or latch or screw thread are by 11 fixedly connected 12 of holes on the connection strap keeper 10, distance between two flute profile modules, 4 ends can be regulated, to satisfy the demand of different size beam forms for building.Vertically easy to connect, flexible between the two flute profile modules 4.
Fig. 5, Fig. 6 are two flute profile modules, 4 vertical syndeton schematic diagrames, and there is outsourcing connector 13 flute profile module 4 outsides.Outsourcing connector 13 can vertically connect adjacent flute profile module 4, regulates the distance between flute profile module 4 ends, satisfies the demand of different size beam forms for building.Connection strap keeper 10 places that the connector of outsourcing simultaneously 13 can wrap on the flute profile module 4 prevent when concreting, and concrete flows out from connection strap 12, and outsourcing connector 13 plays the effect of filling block.
Fig. 7 is flute profile module 4 vertical connection diagrams.
Fig. 8 is flute profile module 4 form removal device schematic diagrames, and 16 are the form removal bolt.When Building block was used beam forms, the hole 9 on the flute profile module 4 can be used for installing form removal bolt 16, and the end of form removal bolt 16 is concordant with the outer wall of flute profile module 4 side plates 8, and during concreting, concrete can not flow out from hole 9.When removing beam forms for building, turn form removal bolt 16, under the effect of form removal bolt 16 power, side template 2 separates with concrete beam easily, the convenient monolithic architecture beam forms of removing.
Fig. 9, Figure 10 are two side template drawknot structural representations, and 14 is horizontal tension member, and 15 is abutment sleeve.When Building block is used beam forms, horizontal tension member 14 is passed hole on the flute profile module side plate, and with abutment sleeve 15 actings in conjunction, can drawknot two side templates 2, improve the resistance to overturning of beam forms for building, satisfy the construction instructions for use.
Figure 11, Figure 12 are the beam forms structural representation for building of flute profile module 4 assembly units.
Described flute profile module 4 has yi word pattern, L type, and flute profile module 4 adopts various difformities, and the inner corner trim, external corner position that can be used for L type, T type, cross coupling template such as cross are to satisfy the requirement of different parts to flute profile module 4 shapes.
Claims (3)
1. beam forms for building, this beam forms for building comprises soffit formwork (1), side template (2), soffit formwork (1), side template (2) are assembled by bolt (3) or latch or screw thread by flute profile module connected to one another (4) more than two, it is characterized in that: flute profile module (4) is vertically connected by connection strap (12), there is connection strap keeper (10) flute profile module (4) end, and connection strap (12) is positioned between the side plate (8) and connection strap keeper (10) of flute profile module (4).
2. beam forms for building according to claim 1 is characterized in that: on the connection strap keeper (10) of flute profile module (4) end hole (11) is arranged.
3. beam forms for building according to claim 1 is characterized in that: on the top board (5) of flute profile module (4) and the base plate (6) hole (7) is arranged, hole (9) is arranged on the side plate (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011100992272A CN102268921A (en) | 2010-04-23 | 2011-04-20 | Beam template for construction |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010153864 | 2010-04-23 | ||
| CN201010153864.9 | 2010-04-23 | ||
| CN2011100992272A CN102268921A (en) | 2010-04-23 | 2011-04-20 | Beam template for construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102268921A true CN102268921A (en) | 2011-12-07 |
Family
ID=45051350
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011100992272A Pending CN102268921A (en) | 2010-04-23 | 2011-04-20 | Beam template for construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102268921A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102877642A (en) * | 2012-09-24 | 2013-01-16 | 张玉标 | Plastic building form and manufacturing method thereof |
| CN104164933A (en) * | 2014-07-23 | 2014-11-26 | 华北水利水电大学 | Steel frame prestress waste tire residential building bearing plate |
| CN107254964A (en) * | 2017-07-21 | 2017-10-17 | 马明才 | Waterproof beam structure of steel die above flat-top |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1113286A (en) * | 1994-04-28 | 1995-12-13 | 早川义行 | Concrete molding form member, and form member space holder and form member connector for assembling the same |
| CN1127831A (en) * | 1995-01-27 | 1996-07-31 | 李文元 | Building form |
| US5863453A (en) * | 1994-12-30 | 1999-01-26 | Hardin; James W. | Form connector |
| CN2863981Y (en) * | 2005-11-28 | 2007-01-31 | 张进荣 | Building module convenient for assembly and removing |
-
2011
- 2011-04-20 CN CN2011100992272A patent/CN102268921A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1113286A (en) * | 1994-04-28 | 1995-12-13 | 早川义行 | Concrete molding form member, and form member space holder and form member connector for assembling the same |
| US5863453A (en) * | 1994-12-30 | 1999-01-26 | Hardin; James W. | Form connector |
| CN1127831A (en) * | 1995-01-27 | 1996-07-31 | 李文元 | Building form |
| CN2863981Y (en) * | 2005-11-28 | 2007-01-31 | 张进荣 | Building module convenient for assembly and removing |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102877642A (en) * | 2012-09-24 | 2013-01-16 | 张玉标 | Plastic building form and manufacturing method thereof |
| CN104164933A (en) * | 2014-07-23 | 2014-11-26 | 华北水利水电大学 | Steel frame prestress waste tire residential building bearing plate |
| CN104164933B (en) * | 2014-07-23 | 2016-06-08 | 华北水利水电大学 | Steel frame prestressing force junked tire residential building board |
| CN107254964A (en) * | 2017-07-21 | 2017-10-17 | 马明才 | Waterproof beam structure of steel die above flat-top |
| CN107254964B (en) * | 2017-07-21 | 2019-09-20 | 马明才 | Waterproof beam structure of steel die above flat-top |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20111207 |