CN102116081A - Template for building - Google Patents
Template for building Download PDFInfo
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- CN102116081A CN102116081A CN 201010595880 CN201010595880A CN102116081A CN 102116081 A CN102116081 A CN 102116081A CN 201010595880 CN201010595880 CN 201010595880 CN 201010595880 A CN201010595880 A CN 201010595880A CN 102116081 A CN102116081 A CN 102116081A
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- flute profile
- template
- profile module
- hole
- connection strap
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Abstract
The invention discloses a template for building, comprising groove-shaped modules (1) and bolts (2) or inserted pins. The template for the building is formed by connecting two or more than two mutually-connected groove-shaped modules (1) through the bolts (2) or the inserted pins; reinforcing members (8) are positioned at the outer side of the template; each reinforcing member (8) comprises a vertical plate (9) or a vertical rod and a horizontal connecting plate (10), wherein the horizontal connecting plate (10) is provided with a hole (11); each groove-shaped module (1) comprises a web plate (3) and a flange (4), wherein the flange (4) is provided with a hole (5); the plurality of the groove-shaped modules (1) are sequentially regularly arrayed so that the flanges (4) of two adjacent groove-shaped modules (1) are clung to each other, the holes (5) positioned on the flanges (4) mutually correspond, and the bolts (2) or the inserted pins penetrate through the holes (5) to connect the adjacent groove-shaped modules (1) so as to form the template needed by concrete pouring; and the reinforcing members (8) are fixed on the template at intervals and used for reinforcing the connection of the groove-shaped modules (1) to enhance the integral rigidity of the template. The template can be used for a column template, a beam template, a shear wall template and a floor template.
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, these modern heavy construction systems, and 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.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 beam forms for building (number of patent application 201010153852.6), a kind of column template (number of patent application: 201010153806.6.) for building, a kind of shear wall formwork for building (number of patent application: 201010153846.0) and a kind of slab form for building (number of patent application 201010153640.8) all be assembled by bolt or latch by polylith flute profile module connected to one another, this by the assembled beam forms of flute profile module, column template, it is low that shear wall formwork and slab form have solved the conventional template repeat usage, the dismounting difficulty, operator's labour intensity is big, and the not high problem of construction quality, it is little to have deadweight, flexibility is good, working procedure is simple, the advantage that recovery utilization rate is high, but owing to have only bolt to be connected between module and the module, this template still exists and connects weakness between the module, template strength, rigidity is not high enough, the shortcoming that overall stability is superior inadequately.
Summary of the invention:
The object of the present invention is to provide a kind of building form, connect very firmly between the flute profile module in this template, template strength height, rigidity are big, and resistance to overturning is good.
The object of the present invention is achieved like this, a kind of building form, this building form comprises flute profile module, bolt or latch.The invention is characterized in that there is reinforcement in the described building form outside.This reinforcement is fixed on the template at a certain distance, has strengthened the connection between the flute profile module, makes this building form intensity height, rigidity big, and resistance to overturning is good.This 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 web and the edge of a wing, when this template of assembly unit, polylith flute profile module is arranged in order neatly, the edge of a wing of adjacent two flute profile modules is close to, hole on the edge of a wing is corresponding mutually, bolt or latch are passed hole, connect adjacent flute profile module, form the required template of concreting.
Feature of the present invention is that also described reinforcement is made up of riser or montant and cross connecting plate.Described reinforcement is configured on a riser or the montant level and stretches out one or more pairs of cross connecting plates, and every pair of cross connecting plate is made up of two cross connecting plates, and the distance between two junction plates is the flute profile modular foil edge thickness of twice.When formwork integral rigidity is big, can be changed to above-mentioned a pair of cross connecting plate a cross connecting plate, save sheet material.
Feature of the present invention also is on the cross connecting plate of described reinforcement hole is arranged.This hole can be linked to be integral body with reinforcement and flute profile module.During construction, to be wrapped in just outside the two module edges of a wing of being close to apart from a pair of cross connecting plate that is two flute profile modular foil edge thickness, and make hole on the cross connecting plate and the hole aligning on the flute profile module edge of a wing, by bolt or latch, reinforcement and template are linked to be integral body.Be easy construction, every pair in reinforcement cross connecting plate opening can be increased slightly, be i.e. every pair of outward-dipping small angle of transverse plate.When formwork integral rigidity was big, above-mentioned a pair of cross connecting plate can be changed to a cross connecting plate, and when promptly constructing, cross connecting plate of per two flute profile modular foil causes of being close to connects.
Feature of the present invention also is on the edge of a wing of described flute profile module hole is arranged, and hole is arranged on the web.When Building block is used template, connect by the hole on the edge of a wing by bolt or latch between the adjacent two flute profile modules.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, concrete can not flow out from hole when making concreting.During stripping, turn the form removal bolt, under the effect of bolt force, template can be separated with the concrete of building easily, the convenient monolithic architecture template of removing.
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 is that also 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 on the edge of a wing of described connection strap keeper and the web hole is arranged.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 is that also there is the outsourcing connector the vertical joint of flute profile module for building.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, reinforcement, connection strap keeper, outsourcing connector adopt hard material to be made.The flute profile module, reinforcement, 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:
1 is the flute profile module, and 2 is bolt, and 3 is the web of flute profile module, 4 is the edge of a wing of flute profile module, and 5 is the hole on the flute profile module edge of a wing, and 6 is the hole on the flute profile module web, 7 are the form removal bolt, and 8 is reinforcement, and 9 is riser, 10 is cross connecting plate, and 11 is hole on the junction plate, and 12 is connection strap, 13 is the connection strap keeper, and 14 is connection strap keeper web, and 15 is the connection strap keeper edge of a wing, 16 is hole on the connection strap keeper, and 17 are the outsourcing connector;
Fig. 1 is the beam forms structural representation;
Fig. 2 is the column template structural representation;
Fig. 3 is the shear wall formwork structural representation;
Fig. 4 is the slab form structural representation;
Fig. 5 is two flute profile modules, 1 connection diagrams;
Fig. 6 is reinforcement 8 structural representations;
Fig. 7 is another embodiment of reinforcement 8;
Fig. 8 is two flute profile modules, 1 vertical connection diagrams,
Fig. 9 is that two flute profile modules 1 vertically connect another embodiment,
Figure 10 is that two flute profile modules 1 vertically connect another embodiment;
The specific embodiment:
The invention will be further described below in conjunction with accompanying drawing.
The present invention shown in accompanying drawing 1～10, a kind of building form, this building form comprises flute profile module 1, bolt 2 or latch.The invention is characterized in that there is reinforcement 8 in the described building form outside.Shown in Fig. 1～4, be respectively the structural representation of beam forms, column template, shear wall formwork and slab form, wherein 8 is reinforcement, reinforcement 8 is fixed on the template at a certain distance, strengthened the connection between the flute profile module 1, make this building form intensity height, rigidity big, resistance to overturning is good.This 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. 5 is two flute profile modules, 1 connection diagrams, and as figure, flute profile module 1 is made up of the web 3 and the edge of a wing 4.When this template of assembly unit, polylith flute profile module 1 is arranged in order neatly, the edge of a wing 4 of adjacent two flute profile modules 1 is close to, edge of a wing hole 5 is corresponding mutually, and bolt 2 or latch are passed hole 5, connects adjacent flute profile module 1, forms the required template of concreting.
Feature of the present invention is that also described reinforcement 8 is made up of riser 9 or montant and cross connecting plate 10.Fig. 6 is reinforcement 8 structural representations, and as figure, every pair of cross connecting plate is made up of two cross connecting plates 10, and the distance between two junction plates 10 is the thickness on the flute profile module edge of a wing 4 of twice.Fig. 7 is another embodiment of reinforcement 8, when formwork integral rigidity is big, can be changed to above-mentioned a pair of cross connecting plate a cross connecting plate 10, to save sheet material, as shown in Figure 7.
Feature of the present invention also is on the cross connecting plate 10 of described reinforcement 8 hole 11 is arranged, and sees Fig. 6～Fig. 7, and this hole 11 can be linked to be integral body with reinforcement 8 and flute profile module 1.As Fig. 1～Fig. 3, during construction, to be wrapped in just outside the two module edges of a wing of being close to 4 apart from a pair of cross connecting plate that is two flute profile modules, 1 edge of a wing, 4 thickness, and the hole 11 on this cross connecting plate 10 is alignd with the edge of a wing hole 5 of flute profile module 1, by bolt 2 or latch, reinforcement 8 and template are linked to be integral body.Be easy construction, every cross connecting plate 10 openings in the reinforcement 8 can be increased slightly, be i.e. every transverse plate 10 outward-dipping small angles.Fig. 4 is slab form reinforcement 8 schematic diagrames, as shown in the figure, because the integral rigidity of slab form is bigger, during construction, a pair of cross connecting plate in above-mentioned can be changed into a cross connecting plate 10, cross connecting plate of 4 need in the edge of a wing of promptly per two flute profile modules of being close to 1 10 is reinforced and just can.
Feature of the present invention also is on the edge of a wing 4 of described flute profile module 1 for building hole 5 is arranged, and hole 6 is arranged on the web 3.As shown in Figure 5, when Building block is used template, connect by the hole on the edge of a wing 45 by bolt 2 or latch between the adjacent two flute profile modules 1.Hole 6 on the web 3 can be used for installing form removal bolt 7, the shank of bolt end of form removal bolt 7 should with web 3 outer walls of flute profile module 1 at grade, concrete can not flow out from hole 6 when making concreting.During stripping, turn form removal bolt 7, under the effect of bolt force, template can be separated with the concrete of building easily, the convenient monolithic architecture template of removing.
Feature of the present invention also is between the described flute profile module 1 vertically to be connected by connection strap keeper 13 by the connection strap 12 of adjustable length.Fig. 8 is two flute profile modules, 1 vertical connection diagrams, when vertically connecting two flute profile modules 1 with connection strap 12, connection strap 12 is inserted between the web 3 of the web 14 of connection strap keepers and flute profile module, and with the hole 16 on bolt 2 or the latch insertion connection strap keeper web 14, fixing with connection strap 12.The length of connection strap 12 adjustable slot shape modules 1, the demand of different size template when satisfying construction.
Feature of the present invention is that also connection strap keeper 13 is connected with flute profile module 1 by bolt 2 or latch.As shown in Figure 8, on two edges of a wing 15 of connection strap keeper 13 hole 16 is arranged all, connection strap keeper 13 is inserted in flute profile module 1 end grooves, make the hole 5 on two edges of a wing 4 of hole 16 and flute profile module 1 on two edges of a wing 15 of connection strap keeper 13 corresponding respectively, bolt 2 or latch are passed hole 5 and hole 16, connection strap keeper 13 is connected with flute profile module 1.
Feature of the present invention also is on the edge of a wing 15 of described connection strap keeper 13 and the web 14 hole 16 is arranged.As Fig. 8, pass hole 16 on the connection strap keeper edge of a wing with bolt 2 or latch, connection strap keeper 13 is fixed on the flute profile module 1, passes hole 16 on the connection strap keeper web, connection strap keeper 13 and connection strap 12 are connected and fixed with bolt 2 or latch.
Feature of the present invention is that also there is outsourcing connector 17 flute profile module for building 1 vertical joint.Fig. 9 is two flute profile modules 1 with Figure 10 and vertically is connected another embodiment, and 17 are the outsourcing connector.As Fig. 9, when Building block was used template, outsourcing connector 17 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.As Figure 10, outsourcing connector 17 can also outer wrap in connection strap 12 places on the flute profile module 1, and concrete flows out from connection strap 12 when preventing concreting, plays the effect of filling block.
Feature of the present invention is that also described flute profile module 1, reinforcement 8, connection strap keeper 13, outsourcing connector 17 adopt hard material to be made.The flute profile module 1, reinforcement 8, connection strap keeper 13, the outsourcing connector 17 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.
The object of the present invention is achieved like this, a kind of building form, this building form comprise flute profile module 1, bolt 2 or latch, reinforcement 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 3 and the edge of a wing 4, when this template of assembly unit, polylith flute profile module 1 is arranged in order neatly, the edge of a wing 4 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 edge of a wing hole 5, connect adjacent flute profile module 1, form the monolithic architecture template.Reinforcement 8 is fixed on the template at a certain distance, in order to strengthen the connection between the flute profile module 1, improves the rigidity and the resistance to overturning of template.This template can be used in column template, beam forms, shear wall formwork and the slab form.Fig. 1 is the beam forms structural representation, and Fig. 2 is the column template structural representation, and Fig. 3 is the shear wall formwork structural representation, and Fig. 4 is the slab form structural representation.
Claims (9)
1. building form, comprise flute profile module (1), bolt (2) or latch, connect by bolt (2) or latch between the flute profile module (1), polylith flute profile module connected to one another (1) assembling combination, form integral mold plate, it is characterized in that: there is reinforcement (8) in the described building form outside.
2. building form according to claim 1 is characterized in that: described reinforcement (8) is made up of riser (9) or montant and cross connecting plate (10).
3. building form according to claim 1 and 2 is characterized in that: on the cross connecting plate (10) of described reinforcement (8) hole (11) is arranged.
4. building form according to claim 1 is characterized in that: on the edge of a wing (4) of described flute profile module (1) hole (5) is arranged, hole (6) is arranged on the web (3).
5. building form according to claim 1 is characterized in that: the connection strap (12) by adjustable length between the described flute profile module (1) vertically connects by connection strap keeper (13).
6. building form according to claim 5 is characterized in that: described connection strap keeper (13) is connected with flute profile module (1) by bolt (2) or latch.
7. building form according to claim 5 is characterized in that: on the edge of a wing (15) of described connection strap keeper (13) and the web (14) hole (16) is arranged.
8. building form according to claim 1 is characterized in that: flute profile module (1) vertically has outsourcing connector (17) in the joint.
9. according to claim 1 or 5 or 8 described building forms, it is characterized in that: described flute profile module (1), reinforcement (8), connection strap keeper (13), outsourcing connector (17) adopt hard material to be made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010595880 CN102116081A (en) | 2010-12-20 | 2010-12-20 | Template for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010595880 CN102116081A (en) | 2010-12-20 | 2010-12-20 | Template for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102116081A true CN102116081A (en) | 2011-07-06 |
Family
ID=44214993
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010595880 Pending CN102116081A (en) | 2010-12-20 | 2010-12-20 | Template for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102116081A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102966236A (en) * | 2012-12-10 | 2013-03-13 | 常熟建工建设集团有限公司苏州分公司 | Template for construction |
| CN103712530A (en) * | 2013-12-30 | 2014-04-09 | 金陵科技学院 | Explosion protection device of building |
| CN104763142A (en) * | 2015-04-01 | 2015-07-08 | 广东合迪科技股份有限公司 | Aluminum template back arris system |
| CN109469302A (en) * | 2018-12-28 | 2019-03-15 | 中冶天工集团天津有限公司 | A kind of modular structure, method of construction and the method for dismounting of fast demountable modular platform |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2558877A1 (en) * | 1984-01-31 | 1985-08-02 | Outinord St Amand | Improvements to sheetings for pouring concurrent walls as one unit |
| JPH0828045A (en) * | 1994-07-20 | 1996-01-30 | Hiroyuki Oe | Ready-mixed concrete leakage prevention metal fitting during construction of concrete retaining wall |
| DE29809922U1 (en) * | 1998-06-03 | 1998-09-03 | Hoeper Johannes | Formwork tension u. Fastener |
| 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 |
| CN101906875A (en) * | 2010-08-17 | 2010-12-08 | 吴方伯 | Hollow slab template for buildings |
-
2010
- 2010-12-20 CN CN 201010595880 patent/CN102116081A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2558877A1 (en) * | 1984-01-31 | 1985-08-02 | Outinord St Amand | Improvements to sheetings for pouring concurrent walls as one unit |
| JPH0828045A (en) * | 1994-07-20 | 1996-01-30 | Hiroyuki Oe | Ready-mixed concrete leakage prevention metal fitting during construction of concrete retaining wall |
| DE29809922U1 (en) * | 1998-06-03 | 1998-09-03 | Hoeper Johannes | Formwork tension u. Fastener |
| 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 |
| CN101906875A (en) * | 2010-08-17 | 2010-12-08 | 吴方伯 | Hollow slab template for buildings |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102966236A (en) * | 2012-12-10 | 2013-03-13 | 常熟建工建设集团有限公司苏州分公司 | Template for construction |
| CN103712530A (en) * | 2013-12-30 | 2014-04-09 | 金陵科技学院 | Explosion protection device of building |
| CN104763142A (en) * | 2015-04-01 | 2015-07-08 | 广东合迪科技股份有限公司 | Aluminum template back arris system |
| CN104763142B (en) * | 2015-04-01 | 2017-05-10 | 广东合迪科技股份有限公司 | Aluminum template back arris system |
| CN109469302A (en) * | 2018-12-28 | 2019-03-15 | 中冶天工集团天津有限公司 | A kind of modular structure, method of construction and the method for dismounting of fast demountable modular platform |
| CN109469302B (en) * | 2018-12-28 | 2024-03-26 | 中冶天工集团天津有限公司 | Modular structure capable of quickly disassembling and assembling modular platform, construction method and dismantling method |
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Application publication date: 20110706 |