CN102121308A - Template for buildings - Google Patents
Template for buildings Download PDFInfo
- Publication number
- CN102121308A CN102121308A CN 201010595864 CN201010595864A CN102121308A CN 102121308 A CN102121308 A CN 102121308A CN 201010595864 CN201010595864 CN 201010595864 CN 201010595864 A CN201010595864 A CN 201010595864A CN 102121308 A CN102121308 A CN 102121308A
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- China
- Prior art keywords
- flute profile
- connection strap
- profile module
- bolt
- hole
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Abstract
The invention discloses a template for buildings. The template comprises a groove-shaped module (1), a bolt (2) or plug, a connecting strip (7) and a connecting strip positioning part (8), wherein the connecting strip positioning part (8) is connected with the groove-shaped module (1) through the bolt (2) or plug; bolt holes (5) are formed on flanges (3) of the groove-shaped module (1), and holes (11) are also formed on flanges (9) of the connecting strip positioning part (8); the connecting strip positioning part (8) is sleeved in a groove on the end part of the groove-shaped module (1), so that the holes (11) on the two flanges (9) of the connecting strip positioning part (8) correspond with the bolt holes (5) on the two flanges (3) of the groove-shaped module (1) respectively; and the bolt (2) or plug passes through the bolt holes (5) and the holes (11), so that the connecting strip positioning part (8) is connected with the groove-shaped module (1). The template for buildings is easy to manufacture and convenient to assemble and disassemble, has the advantages of large rigidity, high bearing force and long service life, and can be used in building construction of concrete beams, upright posts, shear walls and floor slabs.
Description
Technical field:
The present invention relates to the realm of building construction, specifically refer to a kind of building form.
Background technology:
Since the nineties, China's architectural structure system has had very great development.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.A kind of shear wall formwork for building (number of patent application 201010153645.0), assembled by two or more than two flute profile module connected to one another, connect by bolt or latch between the flute profile module, the employed flute profile module ends of this shear wall formwork has the connection strap keeper.The inconvenience of this flute profile module is manufactured, also inconvenient dismounting in building operations.
Summary of the invention:
The object of the present invention is to provide a kind of building form, this building form mechanization production efficiency height, simple for production, form removal is simple, and the recovery utilization rate height is convenient to control construction quality, improves efficiency of construction.Aspect stressed, it is big to have rigidity, bearing capacity height, the advantage that overall performance is good.
The object of the present invention is achieved like this, a kind of building form comprises flute profile module, bolt or latch, connection strap, connection strap keeper, the invention is characterized in that described connection strap keeper is connected with the flute profile module by bolt or latch.On two edges of a wing of connection strap keeper hole is arranged all, the connection strap keeper is inserted in the flute profile module ends groove, make the bolt hole on two edges of a wing of hole and flute profile module on two edges of a wing of connection strap keeper corresponding respectively, bolt or latch are passed bolt hole and hole, the connection strap keeper is connected with the flute profile module.
Feature of the present invention also is between the described flute profile module vertically to be connected by the connection strap keeper by the connection strap of adjustable length.When vertically connecting two flute profile modules, between the web that connection strap is inserted the connection strap keeper and the web of flute profile module, and, be connected and fixed with connection strap with the hole on bolt or the latch insertion connection strap keeper web with connection strap.The length of connection strap adjustable slot shape module, the demand of different size template when satisfying construction.
Feature of the present invention also is on the edge of a wing of described connection strap keeper hole is arranged, and hole is arranged on the web.Pass hole on the connection strap keeper edge of a wing with bolt or latch, the connection strap keeper is fixed on the flute profile module, pass hole on the connection strap keeper web, connection strap keeper and connection strap are connected and fixed with bolt or latch.
Feature of the present invention also is on the edge of a wing of described flute profile module bolt hole is arranged, and the form removal hole is arranged on the web.During assembled formwork, the bolt hole that is passed on the edge of a wing by bolt or latch between the adjacent two flute profile modules connects.Form removal hole on the web can be used for installing the form removal bolt, the shank of bolt end of form removal bolt should with the web outer wall of flute profile module at grade, when making concreting, concrete can not flow out from bolt hole.During stripping, turn the form removal bolt, under the effect of bolt force, template can be separated with cast-in-situ concrete easily, the convenient monolithic architecture template of removing.
Feature of the present invention is that also described building form is assembled by two or more than two flute profile module connected to one another, connects by bolt or latch between the flute profile module.Described flute profile module is made up of the edge of a wing and web, when assembled formwork, polylith flute profile module is arranged in order neatly, make the bolt hole on the adjacent two flute profile module edges of a wing corresponding mutually, bolt or latch are passed bolt hole, connect two adjacent flute profile modules, form required template.
Feature of the present invention is that also there is the outsourcing connector the vertical joint of described flute profile module.When Building block was used template, the outsourcing connector can vertically connect adjacent flute profile module, and can regulate the distance between the flute profile module ends, the demand of different size template when satisfying construction.The connector of outsourcing simultaneously can also outer wrap in the connection strap place on the flute profile module, and concrete flows out from connection strap when preventing concreting, plays the effect of filling block.
Feature of the present invention is that also described flute profile module, connection strap, connection strap keeper, outsourcing connector adopt hard material to be made.The flute profile module, connection strap, connection strap keeper, the outsourcing connector that are made by hard material are being assembled into monolithic architecture when using template, and rigidity is big, and the bearing capacity height is not yielding.
Description of drawings:
Fig. 1 is connection strap keeper and flute profile module assembly unit schematic diagram, 1 is the flute profile module, and 2 is bolt, and 3 is the edge of a wing of flute profile module, 4 is the web of flute profile module, 5 is the hole on the edge of a wing 3, and 6 is the form removal hole on the web 4, and 8 is the connection strap keeper, 9 is the edge of a wing of connection strap keeper, 10 for connecing the web of bar keeper, and 11 be the hole on the edge of a wing of connection strap keeper, and 12 is the hole that connects on the web of bar keeper.
Fig. 2 is connection strap keeper and another embodiment of flute profile module assembly unit.
Fig. 3 is two flute profile modules, 1 vertical syndeton schematic diagrames, and 7 is connection strap.
Fig. 4 is that two flute profile modules 1 vertically connect another embodiment.
Fig. 5 is flute profile module 1 structural representation.
Fig. 6 is assemblied into the architectural template structure schematic diagram for flute profile module 1, and 14 are the form removal bolt.
Fig. 7 is that two flute profile modules 1 vertically connect another embodiment, and 13 are the outsourcing connector.
Fig. 8 is that two flute profile modules 1 vertically connect another embodiment.
Fig. 9 is the shear wall formwork structural representation.
Figure 10 is the beam forms structural representation.
Figure 11 is the column template structural representation.
Figure 12 is a template die plated construction schematic diagram.
The specific embodiment:
The invention will be further described below in conjunction with accompanying drawing.
The present invention is shown in accompanying drawing 1～12, and a kind of building form comprises flute profile module 1, bolt 2 or latch, connection strap 7, connection strap keeper 8.The invention is characterized in that described connection strap keeper 8 is connected with flute profile module 1 by bolt 2 or latch.Fig. 1,2 is connection strap keeper and flute profile module assembly unit schematic diagram, on two edges of a wing 9 of connection strap keeper 8 hole 11 is arranged all, connection strap keeper 8 is inserted in flute profile module 1 end grooves, make the bolt hole 5 on two edges of a wing 3 of hole 11 and flute profile module 1 on two edges of a wing 9 of connection strap keeper 8 corresponding respectively, bolt 2 or latch are passed bolt hole 5 and hole 11, connection strap keeper 8 is connected with flute profile module 1.
Feature of the present invention also is between the described flute profile module 1 vertically to be connected by connection strap keeper 8 by the connection strap 7 of adjustable length.Fig. 3,4 is two flute profile modules, 1 vertical syndeton schematic diagrames, when vertically connecting two flute profile modules 1 with connection strap 7, connection strap 7 is inserted between the web 4 of the web 10 of connection strap keepers and flute profile module, and, be connected 7 with connection strap and fix the hole 12 on bolt 2 or latch insertion connection strap keeper 8 webs 4.The length of connection strap 7 adjustable slot shape modules 1, the demand of different size template when satisfying construction.
Feature of the present invention also is on the edge of a wing 9 of described connection strap keeper 8 hole 11 is arranged, and hole 12 is arranged on the web 10.As Fig. 1,2, pass hole 11 on the connection strap keeper edge of a wing with bolt 2 or latch, connection strap keeper 8 is fixed on the flute profile module 1.As Fig. 3,4, pass hole 12 on the connection strap keeper web with bolt 2 or latch, connection strap keeper 8 and connection strap 7 are connected and fixed.
Feature of the present invention also is on the edge of a wing 3 of described flute profile module 1 for building bolt hole 5 is arranged, and form removal hole 6 is arranged on the web 4.Fig. 5 is flute profile module 1 structural representation, among the figure, on the edge of a wing 3 of flute profile module 1 bolt hole 5 is arranged, and form removal hole 6 is arranged on the web 4.
Feature of the present invention is that also described building form is assembled by two or more than two flute profile module connected to one another 1, connects by bolt 2 or latch between the flute profile module 1.Fig. 6 is assemblied into the architectural template structure schematic diagram for flute profile module 1, during assembled formwork, polylith flute profile module 1 is arranged in order neatly, make the bolt hole 5 on the adjacent two flute profile module edges of a wing 3 corresponding mutually, bolt 2 or latch are passed bolt hole 5, connect adjacent flute profile module 1, form integral mold plate.
Feature of the present invention is that also there is outsourcing connector 13 described flute profile module 1 vertical joint.Fig. 7, Fig. 8 are two flute profile modules, 1 vertical syndeton schematic diagrames.When Building block was used template, outsourcing connector 13 can vertically connect adjacent flute profile module 1, and can regulate the distance between flute profile module 1 end, the demand of different size template when satisfying construction.The connector of outsourcing simultaneously can also outer wrap in connection strap 7 places on the flute profile module 1, and concrete flows out from connection strap 7 when preventing concreting, plays the effect of filling block.
Feature of the present invention is that also described flute profile module 1, connection strap 7, connection strap keeper 8, outsourcing connector 13 adopt hard material to be made.
The object of the present invention is achieved like this, a kind of building form comprises flute profile module 1, bolt 2 or latch, connection strap 7, connection strap keeper 8.This building form is assembled by two or more than two flute profile module connected to one another 1, connects by securing members such as bolt 2 or latches between the flute profile module 1.Described flute profile module 1 is made up of the web 4 and the edge of a wing 3, when this template of assembly unit, polylith flute profile module 1 is arranged in order neatly, the edge of a wing 3 of adjacent two flute profile modules 1 is close to, edge of a wing hole 5 is corresponding mutually, bolt 2 or latch are passed hole 5, connect adjacent flute profile module 1, form the monolithic architecture template.This building form can be used in the building operations of concrete beam, column, shear wall, floor, and Fig. 9 is the shear wall formwork structural representation, and Figure 10 is the beam forms structural representation, and Figure 11 is the column template structural representation, and Figure 12 is a template die plated construction schematic diagram.
Claims (7)
1. a building form comprises flute profile module (1), bolt (2) or latch, connection strap (7), connection strap keeper (8), it is characterized in that: described connection strap keeper (8) is connected with flute profile module (1) by bolt (2) or latch.
2. building form according to claim 1 is characterized in that: the connection strap (7) by adjustable length between the flute profile module (1) vertically connects by connection strap keeper (8).
3. building form according to claim 1 and 2 is characterized in that: on the edge of a wing (9) of described connection strap keeper (8) hole (11) is arranged, hole (12) is arranged on the web (10).
4. building form according to claim 1 is characterized in that: on the edge of a wing (3) of described flute profile module (1) bolt hole (5) is arranged, form removal hole (6) is arranged on the web (4).
5. building form according to claim 1 is characterized in that: described building form is assembled by two or more than two flute profile module connected to one another (1), connects by bolt (2) or latch between the flute profile module (1).
6. building form according to claim 1 is characterized in that: described flute profile module (1) vertically has outsourcing connector (13) in the joint.
7. according to claim 1 or 6 described building forms, it is characterized in that: described flute profile module (1), connection strap (7), connection strap keeper (8), outsourcing connector (13) adopt hard material to be made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010595864 CN102121308A (en) | 2010-12-20 | 2010-12-20 | Template for buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010595864 CN102121308A (en) | 2010-12-20 | 2010-12-20 | Template for buildings |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102121308A true CN102121308A (en) | 2011-07-13 |
Family
ID=44249958
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010595864 Pending CN102121308A (en) | 2010-12-20 | 2010-12-20 | Template for buildings |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102121308A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102287047A (en) * | 2011-09-02 | 2011-12-21 | 吴方伯 | Template for building |
| CN102409850A (en) * | 2011-09-02 | 2012-04-11 | 吴方伯 | Construction method for template for building |
| CN102808505A (en) * | 2012-08-28 | 2012-12-05 | 李先凯 | Template capable of being randomly spliced |
| CN104806007B (en) * | 2014-01-28 | 2017-04-26 | 深圳市特辰科技股份有限公司 | Template allowing free movement of positions of wall penetrating holes |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2214985Y (en) * | 1994-09-24 | 1995-12-13 | 林敬义 | Plastic shuttering for building engineering |
| US5863453A (en) * | 1994-12-30 | 1999-01-26 | Hardin; James W. | Form connector |
| CN101280625A (en) * | 2008-05-30 | 2008-10-08 | 北京中建柏利工程技术发展有限公司 | Non-welding assembly shuttering system |
| CN201460202U (en) * | 2009-07-20 | 2010-05-12 | 石家庄市太行钢模板有限公司 | Full-steel wall big template capable of matching |
| CN101906875A (en) * | 2010-08-17 | 2010-12-08 | 吴方伯 | Hollow slab template for buildings |
| CN201671323U (en) * | 2010-04-16 | 2010-12-15 | 国家电网公司 | Combined template for wall building |
| CN201962940U (en) * | 2010-12-20 | 2011-09-07 | 吴方伯 | Formwork for building |
-
2010
- 2010-12-20 CN CN 201010595864 patent/CN102121308A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2214985Y (en) * | 1994-09-24 | 1995-12-13 | 林敬义 | Plastic shuttering for building engineering |
| US5863453A (en) * | 1994-12-30 | 1999-01-26 | Hardin; James W. | Form connector |
| CN101280625A (en) * | 2008-05-30 | 2008-10-08 | 北京中建柏利工程技术发展有限公司 | Non-welding assembly shuttering system |
| CN201460202U (en) * | 2009-07-20 | 2010-05-12 | 石家庄市太行钢模板有限公司 | Full-steel wall big template capable of matching |
| CN201671323U (en) * | 2010-04-16 | 2010-12-15 | 国家电网公司 | Combined template for wall building |
| CN101906875A (en) * | 2010-08-17 | 2010-12-08 | 吴方伯 | Hollow slab template for buildings |
| CN201962940U (en) * | 2010-12-20 | 2011-09-07 | 吴方伯 | Formwork for building |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102287047A (en) * | 2011-09-02 | 2011-12-21 | 吴方伯 | Template for building |
| CN102409850A (en) * | 2011-09-02 | 2012-04-11 | 吴方伯 | Construction method for template for building |
| CN102409850B (en) * | 2011-09-02 | 2014-06-04 | 吴方伯 | Construction method for template for building |
| CN102808505A (en) * | 2012-08-28 | 2012-12-05 | 李先凯 | Template capable of being randomly spliced |
| CN104806007B (en) * | 2014-01-28 | 2017-04-26 | 深圳市特辰科技股份有限公司 | Template allowing free movement of positions of wall penetrating holes |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20110713 |