CN102191859A - Beam template for building - Google Patents
Beam template for building Download PDFInfo
- Publication number
- CN102191859A CN102191859A CN 201010153861 CN201010153861A CN102191859A CN 102191859 A CN102191859 A CN 102191859A CN 201010153861 CN201010153861 CN 201010153861 CN 201010153861 A CN201010153861 A CN 201010153861A CN 102191859 A CN102191859 A CN 102191859A
- Authority
- CN
- China
- Prior art keywords
- building
- flute profile
- module
- beam forms
- 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.)
- Pending
Links
Images
Abstract
The invention discloses a beam template for a building. The beam template for the building comprises a bottom template (1) and lateral templates (2), wherein the bottom template (1) and the lateral templates (2) are formed by splicing two or more than two groove-shaped modules (4) which are connected mutually; the lateral templates (2) are tied by a transverse tie piece (14); a positioning sleeve (15) is arranged on the transverse tie piece (14); holes (7) are formed on a top plate (5) and a bottom plate (6) of the modules (4); and holes (9) are formed on a lateral plate (8). When the beam template is assembled, bolts (3) or pins pass through the holes (7) on the modules (4), and the two adjacent modules (4) are connected to form the bottom template (1) and the lateral templates (2); and the transverse tie piece (14) passes through the holes (9) on the modules (4) to tie the lateral templates (2) to form the integral beam template for the building. The integral beam template for the building has high rigidity, high bearing capacity, long service life and simple constructional processes, the modules (4) can be produced mechanically, and the quality of construction is convenient to control.
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.The invention is characterized in: by horizontal tension member drawknot, laterally on the tension member abutment sleeve is arranged between the side template.When Building block is used beam forms, 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.
Feature of the present invention is that also soffit formwork, side template are assembled by two or more than two flute profile module connected to one another, connects by securing members such as bolt or latch or screw threads between the flute profile module.Use securing members such as bolt or latch or screw thread to connect template, can guarantee that template connects closely, the integrated carrying ability of template improves.
Feature of the present invention also is between the flute profile module vertically to be connected by the connection strap keeper by the connection strap of adjustable length.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, securing member such as bolt or latch or screw thread is 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, securing members such as 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 securing members such as bolt or latch 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.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.
Feature of the present invention is that also the flute profile module ends has the connection strap keeper, has hole on the connection strap keeper.
Feature of the present invention is that also the flute profile module-external has the outsourcing connector.When Building block was used beam forms, 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.
Feature of the present invention is that also the flute profile module has yi word pattern, L type.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.
Feature of the present invention also is flute profile module, connection strap, outsourcing connector, laterally tension member, abutment sleeve adopt hard material to be made.The flute profile module of being made by hard materials such as steel plate, aluminium alloyss, connection strap, outsourcing connector, laterally tension member, abutment sleeve are being assembled into monolithic architecture when using beam forms, and rigidity is big, the bearing capacity height.
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:
The present invention as shown in drawings, a kind of beam forms for building, this beam forms for building comprises soffit formwork 1, side template 2.The invention is characterized between the side template 2 by horizontal tension member 14 drawknots laterally on the tension member 14 abutment sleeve 15 is arranged.
Feature of the present invention is that also soffit formwork 1, side template 2 are assembled by two or more than two flute profile module connected to one another 4, connects by securing members such as bolt 3 or latch or screw threads between the flute profile module 4.
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 securing members such as 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 securing members such as 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 securing members such as bolt 3 or latch or screw thread to connect 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.
Feature of the present invention also is between the flute profile module 4 vertically to be connected by connection strap keeper 10 by the connection strap 12 of adjustable length.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.
On the top board 5 that feature of the present invention also is module 4 and the base plate 6 hole 7 is arranged, hole 9 is arranged on the side plate 8.
Feature of the present invention is that also there is connection strap keeper 10 flute profile module 4 ends, have hole 11 on the connection strap keeper 10.
Feature of the present invention is that also there is outsourcing connector 13 flute profile module 4 outsides.Fig. 5, Fig. 6 are two flute profile modules, 4 vertical syndeton schematic diagrames, and 13 are the outsourcing connector.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.
Feature of the present invention is that also 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.
Feature of the present invention also is flute profile module 4, connection strap 12, outsourcing connector 13, laterally tension member 14, abutment sleeve 15 adopt hard material to be made.The flute profile module 4 of being made by hard materials such as steel plate, aluminium alloyss, connection strap 12, outsourcing connector 13, laterally tension member 14, abutment sleeve 15 are being assembled into monolithic architecture when using beam forms, and rigidity is big, the bearing capacity height.
Figure 11, Figure 12 are the beam forms structural representation for building of flute profile module 4 assembly units.
Claims (8)
1. beam forms for building, this beam forms for building comprises soffit formwork (1), side template (2).The invention is characterized in: soffit formwork (1), side template (2) are assembled by two or more than two flute profile module connected to one another (4), by horizontal tension member (14) drawknot, laterally on the tension member (14) abutment sleeve (15) are arranged between the side template (2).
2. beam forms for building according to claim 1 is characterized in that: connect by securing members such as bolt (3) or latch or screw threads between the module (4).
3. beam forms for building according to claim 1 is characterized in that: the connection strap (12) by adjustable length between the module (4) vertically connects by connection strap keeper (10).
4. beam forms for building according to claim 1 is characterized in that: on the top board (5) of module (4) and the base plate (6) hole (7) is arranged, hole (9) is arranged on the side plate (8).
5. beam forms for building according to claim 1 is characterized in that: there is connection strap keeper (10) module (4) end, and hole (11) is arranged on the connection strap keeper (10).
6. building form according to claim 1 is characterized in that: there is outsourcing connector (13) module (4) outside.
7. column template for building according to claim 1 is characterized in that: module (4) has yi word pattern, L type.
8. column template for building according to claim 1 is characterized in that: module (4), connection strap (12), outsourcing connector (13), horizontal tension member (14), abutment sleeve (15) adopt hard material to be made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010153861 CN102191859A (en) | 2010-04-23 | 2010-04-23 | Beam template for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010153861 CN102191859A (en) | 2010-04-23 | 2010-04-23 | Beam template for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102191859A true CN102191859A (en) | 2011-09-21 |
Family
ID=44600649
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010153861 Pending CN102191859A (en) | 2010-04-23 | 2010-04-23 | Beam template for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102191859A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971273A (en) * | 2016-06-23 | 2016-09-28 | 杭州江润科技有限公司 | Arc-shaped cast-in-place concrete beam based on set-shaped and quick-disassembling aluminum formworks and construction method |
| CN109025274A (en) * | 2018-09-03 | 2018-12-18 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of U-shaped upper beam module of cast-in-place concrete and connection inserted sheet |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2219927Y (en) * | 1995-03-08 | 1996-02-14 | 李文元 | Conveying device for building shuttering |
| CN2219926Y (en) * | 1995-01-27 | 1996-02-14 | 李文元 | Steel shuttering connecting device for building |
| CN1127831A (en) * | 1995-01-27 | 1996-07-31 | 李文元 | Building form |
| CN1156781A (en) * | 1996-02-08 | 1997-08-13 | 李文元 | Holey face-plate of building shuttering |
| CN2279399Y (en) * | 1996-03-29 | 1998-04-22 | 李文元 | Supporting device for constructive shuttering purlin |
| CN2282575Y (en) * | 1996-03-29 | 1998-05-27 | 李文元 | Building shuttering fastener |
| DE29809922U1 (en) * | 1998-06-03 | 1998-09-03 | Hoeper Johannes | Formwork tension u. Fastener |
| US5863453A (en) * | 1994-12-30 | 1999-01-26 | Hardin; James W. | Form connector |
-
2010
- 2010-04-23 CN CN 201010153861 patent/CN102191859A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5863453A (en) * | 1994-12-30 | 1999-01-26 | Hardin; James W. | Form connector |
| CN2219926Y (en) * | 1995-01-27 | 1996-02-14 | 李文元 | Steel shuttering connecting device for building |
| CN1127831A (en) * | 1995-01-27 | 1996-07-31 | 李文元 | Building form |
| CN2219927Y (en) * | 1995-03-08 | 1996-02-14 | 李文元 | Conveying device for building shuttering |
| CN1156781A (en) * | 1996-02-08 | 1997-08-13 | 李文元 | Holey face-plate of building shuttering |
| CN2279399Y (en) * | 1996-03-29 | 1998-04-22 | 李文元 | Supporting device for constructive shuttering purlin |
| CN2282575Y (en) * | 1996-03-29 | 1998-05-27 | 李文元 | Building shuttering fastener |
| DE29809922U1 (en) * | 1998-06-03 | 1998-09-03 | Hoeper Johannes | Formwork tension u. Fastener |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971273A (en) * | 2016-06-23 | 2016-09-28 | 杭州江润科技有限公司 | Arc-shaped cast-in-place concrete beam based on set-shaped and quick-disassembling aluminum formworks and construction method |
| CN105971273B (en) * | 2016-06-23 | 2018-01-16 | 杭州江润科技有限公司 | Based on sizing Quick Release aluminum alloy pattern plate arc cast-in-situ concrete beam and construction method |
| CN109025274A (en) * | 2018-09-03 | 2018-12-18 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of U-shaped upper beam module of cast-in-place concrete and connection inserted sheet |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102071796A (en) | Template for construction | |
| CN201704946U (en) | Shear wall formwork for building | |
| CN201730330U (en) | Beam formwork for building | |
| CN201704950U (en) | Building column formwork | |
| CN201730317U (en) | Floor formwork for buildings | |
| CN102061806B (en) | Building template | |
| CN102605944A (en) | Building formwork | |
| CN201730313U (en) | Floorslab template used for building | |
| CN102191858A (en) | Pillar template for building | |
| CN102071802B (en) | Template for construction | |
| CN102268921A (en) | Beam template for construction | |
| CN102121308A (en) | Template for buildings | |
| CN102191859A (en) | Beam template for building | |
| CN102116081A (en) | Template for building | |
| CN201730329U (en) | Beam template for building | |
| CN201730321U (en) | Column formwork for buildings | |
| CN201730322U (en) | Building column template | |
| CN102116080B (en) | Beam and slab integrally casted building template | |
| CN201730316U (en) | Floor slab template for buildings | |
| CN102168488A (en) | Floor slab formwork for building | |
| CN202826017U (en) | Factory prefabricated side mold of ribbed plate steel shaped like a wild goose | |
| CN201786018U (en) | Shearing wall template for buildings | |
| CN201730331U (en) | Beam template for building | |
| CN201730324U (en) | Column template for buildings | |
| CN201802068U (en) | Beam formwork used for building construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20110921 |