CN102605944A - Building formwork - Google Patents
Building formwork Download PDFInfo
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- CN102605944A CN102605944A CN2011101737280A CN201110173728A CN102605944A CN 102605944 A CN102605944 A CN 102605944A CN 2011101737280 A CN2011101737280 A CN 2011101737280A CN 201110173728 A CN201110173728 A CN 201110173728A CN 102605944 A CN102605944 A CN 102605944A
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- flute profile
- packing
- connector
- wing
- edge
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Abstract
The invention discloses a building formwork, which comprises a plurality of groove-shaped modules (1). The groove-shaped modules (1) are spliced to form the building formwork. Each filling strip (12) used for adjusting the height of the building formwork is arranged between two optional and adjacent groove-shaped modules (1) in the vertical direction in the building formwork. Vertical through hole (13) and a lateral hole (14) are disposed on each filling strip (12), the filling strips (12) are connected with the corresponding groove-shaped modules and connectors (8) by the vertical through holes (13), and transverse steel ties (15) or transverse connecting bolts (16) can be mounted in the lateral holes (14), so that formworks on two sides can be connected. The sections of the filling strips (12) are various and can be groove-shaped or rectangular or hollow-square-shaped, and the filling strips (12) with different sections can be selected flexibly according to different construction conditions. The filling strips (12) can be used in beam formworks, column formworks, floor formworks and shearing wall formworks.
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, and construction technology is complicated.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.The forest reserves of traditional wooden form for building labor 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 201020168539.5), a kind of column template for building (number of patent application: 201020168442.4) a kind of shear wall formwork for building (number of patent application: 201020168475.9) and a kind of slab form for building (number of patent application 201020168514.5) all be assembled through bolt or latch by polylith flute profile module connected to one another; Thisly solved by the assembled beam forms of flute profile module, column template, shear wall formwork and slab form that the conventional template repeat usage is low, dismounting is difficult, operator's labour intensity is big; And problem such as construction quality is not high; Have the deadweight little, flexibility good, working procedure is simple; The advantage that recovery utilization rate is high, the demand of the template of various sizes when the modulus of flute profile module can not satisfy construction when still still having construction.
Summary of the invention:
The object of the present invention is to provide a kind of building form, the size of this template can be according to construction demand flexible, and it connects firmly, and resistance to overturning is high.
The objective of the invention is to realize like this; A kind of building form; Comprise a plurality of flute profile modules; A plurality of flute profile modules are assemblied to form said construction formwork, the invention is characterized in: the packing that is provided with the said building form height of adjustment between any adjacent two the flute profile modules in the said building form on the vertical direction.When the required template size of building did not meet flute profile module modulus, available packing polishing formed monolithic architecture and uses template.
Characteristic of the present invention is that also described packing section form is flute profile, rectangle or three-back-shaped.The packing section form is various, can select for use flexibly according to the different situations in when construction.
Characteristic of the present invention is that also vertical perforated holes and side direction hole are arranged on the described packing.Vertical perforated holes can be linked to be integral body with packing and flute profile module, and the side direction hole can be installed horizontal steel tie or horizontal drawknot bolt, so that drawknot two side templates laterally have abutment sleeve on steel tie or the horizontal drawknot bolt.During construction, packing is placed the required neutral place of filling up of template, make between the edge of a wing of two adjacent flute profile modules and inlaying packing, flute profile module web outer wall aligns with the packing outside; Subsequently connector is enclosed within outside the two flute profile module edges of a wing; And flute profile module bolt hole, packing hole and connector hole are alignd each other; Through bolt or latch, packing, the two flute profile module edges of a wing and connector are linked to be integral body, form required building form.In beam forms and shear wall formwork; Also can horizontal steel tie or horizontal drawknot bolt be installed in the side direction hole of connection strap in two side templates; Be used for drawknot two side templates, improve the stability of beam forms or shear wall formwork, unlikely impact force unstability during because of concreting.
Characteristic of the present invention also is to be fixedly connected through connector between adjacent two flute profile modules between adjacent two flute profile modules and/or on the horizontal direction on the vertical direction in the said building form.This connector is fixed on the junction of adjacent flute profile modular foil edge at a certain distance, has strengthened being connected between module and the module, and has improved the building form integral rigidity.
Characteristic of the present invention also is on the edge of a wing of said connector hole is arranged, and on the edge of a wing of flute profile module bolt hole is arranged, and the edge of a wing of said packing, said connector and said adjacent two flute profile modules is fixedly connected through bolt or latch.
Characteristic of the present invention is that also described connector edge of a wing opening part has slope or breach.Slope or breach can make connector be enclosed within more smoothly outside the flute profile module edge of a wing, make construction more convenient.
Characteristic of the present invention also is on the edge of a wing of described flute profile module for building bolt hole is arranged, and the distance between the bolt hole equates that be made as L, top flange is 1/2L to the distance between first bolt hole.Distance between the said bolt hole equates, is convenient to standardized production, satisfies the demand of different size template through the size that changes said L.
Characteristic of the present invention is that also described flute profile module, connector and packing adopt hard material to be made.By flute profile module, connector and the packing that hard material is formed, the convenient connection, stable performance, not yielding.
Description of drawings:
1 is the flute profile module, and 2 is bolt, and 3 is web, and 4 is the edge of a wing, and 5 is upper bolt hole hole, the edge of a wing, and 6 is form removal hole on the web, and 7 are the form removal bolt, and 8 is connector, and 9 is the connector web, and 10 is the connector edge of a wing, and 11 is connector edge of a wing hole; 12 is packing; 13 is the vertical perforated holes of packing, and 14 is packing side direction hole, and 15 is steel tie, and 16 is the drawknot bolt, and 17 is the drawknot sleeve;
Fig. 1 is a building form assembly unit sketch map;
Fig. 2 is the structural representation of packing 12;
Fig. 3 is another embodiment of packing 12;
Fig. 4 is another embodiment of packing 12;
Fig. 5 is another embodiment of packing 12;
Fig. 6 is that packing 12 is connected sketch map with flute profile module 1;
Fig. 7 is the assembly unit sketch map of rectangle packing in beam forms;
Fig. 8 is the assembly unit sketch map of three-back-shaped packing in building form;
Fig. 9 is the assembly unit sketch map of flute profile packing in building form;
Figure 10 is another embodiment of flute profile packing assembly unit in building form;
Figure 11 is the structural representation of connector;
Figure 12 is another embodiment of connector;
Figure 13 is another embodiment of connector;
Figure 14 is a flute profile modular structure sketch map;
Figure 15 is the assembly unit sketch map of flute profile packing in shear wall formwork;
Figure 16 is the assembly unit sketch map of three-back-shaped packing in shear wall formwork.
The specific embodiment:
Below in conjunction with accompanying drawing the present invention is described further.The present invention is shown in accompanying drawing 1～16; A kind of building form; Comprise a plurality of flute profile modules 1; A plurality of flute profile modules 1 are assemblied to form said construction formwork, the invention is characterized in: the packing 12 that is provided with the said building form height of adjustment between any adjacent two the flute profile modules 1 in the said building form on the vertical direction.Fig. 1 is building form assembly unit sketch map, and is as shown in the figure, and when the required template size of building did not meet the module modulus, available packing 12 polishings formed monolithic architecture and use template.
Characteristic of the present invention is that also described packing 12 section forms are flute profile, rectangle or three-back-shaped.Fig. 2～5 are the packing structural representation, and packing 12 section forms are various, can select for use flexibly according to the different situations in when construction.
Characteristic of the present invention also is to have on the described packing 12 vertical perforated holes 13 and side direction hole 14, like the packing structural representation of Fig. 2～5.Fig. 6 is that packing 12 is connected sketch map with flute profile module 1, and like figure, vertical perforated holes 13 can be linked to be integral body with packing 12 and flute profile module 1; Fig. 7 is the assembly unit sketch map of rectangle packing in beam forms, and is as shown in the figure, and side direction hole 14 can be installed horizontal steel tie 15 or horizontal drawknot bolt 16, so that drawknot two side templates laterally have abutment sleeve 17 on steel tie 15 or the horizontal drawknot bolt 16.Fig. 8～10 are the assembly unit sketch map of packing 12 in template in variant cross section; During construction; Packing 12 is placed the required neutral place of filling up of template, make 4 on the edge of a wing of two adjacent flute profile modules 1 inlay packing 12, flute profile module web 3 outer walls align with packing 12 outsides; Subsequently connector 8 is enclosed within outside the two flute profile module edges of a wing 4; And flute profile module bolt hole 5, packing perforated holes 13 and connector hole 11 are alignd each other; Through bolt 2 or latch, packing 12, the two flute profile module edges of a wing 4 and connector are connected 8 one-tenth integral body, form required building form.Like Fig. 7; In beam forms and shear wall formwork; Also can horizontal steel tie 15 or horizontal drawknot bolt 16 be installed in the side direction hole 14 of connection strap 12 in two side templates; Be used for drawknot two side templates, improve the stability of beam forms or shear wall formwork, unlikely impact force unstability during because of concreting.
The invention is characterized in the said building form and be fixedly connected through connector 8 between adjacent two flute profile modules 1 between adjacent two flute profile modules 1 and/or on the horizontal direction on the vertical direction.Shown in Fig. 7～10, connector 8 is fixed on the junction on adjacent flute profile module 1 edge of a wing 4 at a certain distance, has strengthened being connected between flute profile module 1 and the flute profile module 1, and has improved the building form integral rigidity.
Characteristic of the present invention also is on the edge of a wing 10 of said connector 8 hole 11 is arranged; On the edge of a wing 4 of flute profile module 1 bolt hole 5 is arranged; The edge of a wing 4 of said packing 12, said connector 8 and said adjacent two flute profile modules 1 is fixedly connected through bolt 2 or latch, shown in Fig. 6～10.
Characteristic of the present invention is that also the edge of a wing 10 opening parts of described connector 8 have slope or breach.Figure 11～13 are the connector structural representation.Hole 11 can be linked to be integral body with the edge of a wing 4 of connector 8 and flute profile module 1; Slope or breach can make connector 8 be enclosed within more smoothly outside the flute profile module edge of a wing 4, make construction more convenient.
Characteristic of the present invention also is on the edge of a wing 4 of described flute profile module 1 for building bolt hole 5 is arranged, and the distance between the bolt hole 5 equates, is made as L.4 ends, the edge of a wing of said flute profile module 1 are 1/2L to the distance between first bolt hole 5.Figure 14 is flute profile modular structure sketch map, and is as shown in the figure, and the distance between the bolt hole 5 equates, is convenient to standardized production, satisfies the demand of different size template through the size that changes L.
The objective of the invention is to realize like this, a kind of building form comprises a plurality of flute profile modules 1, and a plurality of flute profile modules 1 are assemblied to form said construction formwork.Be provided with the packing 12 of the said building form height of adjustment between any adjacent two flute profile modules 1 in the said building form on the vertical direction.The section form of packing 12 is flute profile, rectangle or three-back-shaped.Vertical perforated holes 13 and side direction hole 14 are arranged on the packing 12, and packing 12 is connected with connector 8 with flute profile module 1 through vertical perforated holes 13, and side direction hole 14 can be installed horizontal steel tie 15 or horizontal drawknot bolt 16, so that drawknot two side templates.This packing 12 can be used in beam forms, column template, slab form and the shear wall formwork.Figure 15～16 are respectively flute profile, the three-back-shaped packing assembly unit sketch map in shear wall formwork.As shown in the figure, during construction, packing 12 is placed the required neutral place of filling up of template, make 4 on the edge of a wing of two adjacent flute profile modules 1 inlay packing 12, the outer wall of flute profile module 1 web 3 aligns with the outside of packing 12; Subsequently connector 8 is enclosed within outside the edge of a wing 4 of two flute profile modules 1; And the bolt hole 5 of flute profile module 1, the hole 13 of packing 12 and the hole 11 of connector 8 are alignd each other; Through bolt 2 or latch; Packing 12, the two flute profile module edges of a wing 4 and connector 8 are linked to be integral body, form required building form.Like Figure 15～16; In beam forms and shear wall formwork; Also can horizontal steel tie 15 or horizontal drawknot bolt 16 be installed in the side direction hole 14 of connection strap 12 in two side templates; Be used for drawknot two side templates, improve the stability of beam forms or shear wall formwork, unlikely impact force unstability during because of concreting.
Claims (8)
1. building form; Comprise a plurality of flute profile modules (1); A plurality of flute profile modules (1) are assemblied to form said construction formwork, it is characterized in that: the packing (12) that is provided with the said building form height of adjustment between any adjacent two the flute profile modules (1) in the said building form on the vertical direction.
2. building form according to claim 1 is characterized in that: described packing (12) section form is flute profile, rectangle or three-back-shaped.
3. building form according to claim 1 and 2 is characterized in that: vertical perforated holes (13) and side direction hole (14) are arranged on the described packing (12).
4. building form according to claim 3 is characterized in that: be fixedly connected through connector (8) between adjacent two flute profile modules (1) between adjacent two flute profile modules (1) and/or on the horizontal direction on the vertical direction in the said building form.
5. according to any one described building form connector in the claim 1 to 4; It is characterized in that: on the edge of a wing (10) of said connector (8) hole (11) is arranged; On the edge of a wing (4) of said flute profile module (1) bolt hole (5) is arranged, the edge of a wing (4) of said packing (12), said connector (8) and said adjacent two flute profile modules (1) is fixedly connected through bolt (2) or latch.
6. building form connector according to claim 5 is characterized in that: the edge of a wing (10) opening part of said connector (8) has slope or breach.
7. building form according to claim 6; It is characterized in that: on the edge of a wing (4) of described flute profile module (1) bolt hole (5) is arranged; Distance between the bolt hole (5) equates that be made as L, end, the edge of a wing (4) is 1/2L to the distance between first bolt hole (5).
8. according to any one described building form in the claim 1 to 7, it is characterized in that: described flute profile module (1), connector (8) and packing (12) adopt hard material to be made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011101737280A CN102605944A (en) | 2011-06-24 | 2011-06-24 | Building formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011101737280A CN102605944A (en) | 2011-06-24 | 2011-06-24 | Building formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102605944A true CN102605944A (en) | 2012-07-25 |
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ID=46523673
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011101737280A Pending CN102605944A (en) | 2011-06-24 | 2011-06-24 | Building formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102605944A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104015250A (en) * | 2014-06-13 | 2014-09-03 | 富于安（福建）环保模板有限公司 | Concrete formwork fastening connecting piece, clamping frame and reinforcing support |
| CN104818843A (en) * | 2015-04-20 | 2015-08-05 | 常州展华机器人有限公司 | Large-scale shear wall drilling-free mounting template and use method |
| CN110080519A (en) * | 2019-02-15 | 2019-08-02 | 浙江中益建材科技有限公司 | A kind of wooden frame floor support plate, side floor support plate and its assembled floor support plate |
| CN112360143A (en) * | 2020-11-02 | 2021-02-12 | 郑州固德模板新材料科技有限公司 | Formwork construction system and installation method thereof |
| CN113216635A (en) * | 2021-06-08 | 2021-08-06 | 吉林建筑大学 | Concrete slab construction method of mixed type template |
Citations (5)
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|---|---|---|---|---|
| BE824718A (en) * | 1974-01-26 | 1975-05-15 | DEVICE FOR STRAIGHTENING A CONSTRUCTION CONCRETE FORMING | |
| JPH10245988A (en) * | 1997-03-06 | 1998-09-14 | Tomihiro Okada | Square section pipe for assembly of concrete form and its connection member |
| CN2455839Y (en) * | 2000-10-31 | 2001-10-24 | 西安威澳科技发展有限公司 | Adjustable large formwork |
| CN1880704A (en) * | 2005-06-18 | 2006-12-20 | 焦保民 | Building formwork |
| CN102071796A (en) * | 2011-01-24 | 2011-05-25 | 吴方伯 | Template for construction |
-
2011
- 2011-06-24 CN CN2011101737280A patent/CN102605944A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE824718A (en) * | 1974-01-26 | 1975-05-15 | DEVICE FOR STRAIGHTENING A CONSTRUCTION CONCRETE FORMING | |
| JPH10245988A (en) * | 1997-03-06 | 1998-09-14 | Tomihiro Okada | Square section pipe for assembly of concrete form and its connection member |
| CN2455839Y (en) * | 2000-10-31 | 2001-10-24 | 西安威澳科技发展有限公司 | Adjustable large formwork |
| CN1880704A (en) * | 2005-06-18 | 2006-12-20 | 焦保民 | Building formwork |
| CN102071796A (en) * | 2011-01-24 | 2011-05-25 | 吴方伯 | Template for construction |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104015250A (en) * | 2014-06-13 | 2014-09-03 | 富于安（福建）环保模板有限公司 | Concrete formwork fastening connecting piece, clamping frame and reinforcing support |
| CN104818843A (en) * | 2015-04-20 | 2015-08-05 | 常州展华机器人有限公司 | Large-scale shear wall drilling-free mounting template and use method |
| CN110080519A (en) * | 2019-02-15 | 2019-08-02 | 浙江中益建材科技有限公司 | A kind of wooden frame floor support plate, side floor support plate and its assembled floor support plate |
| CN112360143A (en) * | 2020-11-02 | 2021-02-12 | 郑州固德模板新材料科技有限公司 | Formwork construction system and installation method thereof |
| CN113216635A (en) * | 2021-06-08 | 2021-08-06 | 吉林建筑大学 | Concrete slab construction method of mixed type template |
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Application publication date: 20120725 |