CN102071796A - Template for construction - Google Patents
Template for construction Download PDFInfo
- Publication number
- CN102071796A CN102071796A CN 201110025282 CN201110025282A CN102071796A CN 102071796 A CN102071796 A CN 102071796A CN 201110025282 CN201110025282 CN 201110025282 CN 201110025282 A CN201110025282 A CN 201110025282A CN 102071796 A CN102071796 A CN 102071796A
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- Prior art keywords
- flute profile
- template
- profile module
- hole
- contiguous block
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Abstract
The invention discloses a template for construction, which comprises groove-shaped modules (1), and bolts or pins (2). The template for construction is spliced by a plurality of mutually connected groove shaped modules (1) through the bolts or pins (2), wherein a connecting block (3) arranged at a corner of the template has an L-shaped or groove-shaped section; the connecting blocks (3) are arranged at internal corners and external corners of the template for construction, have strong rigidity, can connect the templates in different directions into a whole; and the L-shaped and groove-shaped connecting blocks (3) arranged at the internal corners of the template can plug gaps on the end parts of the groove-shaped modules (1) to prevent concrete from flowing out. The template for construction is easy to manufacture and convenient to assemble and disassemble, has high rigidity, high bearing capacity and long service life, and can be used in construction of concrete uprights, shear walls and beams; and the connecting blocks (3) can be used for connecting corners of an upright template, a shear wall template and a beam 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, 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 building form, be assembled by bolt or latch by polylith flute profile module connected to one another, this building form connects into integral mold plate by brace is set around the corner with the template of different directions, and this building form is provided with brace around the corner, has the following disadvantages: 1, at template inner corner trim place, the flute profile module ends can be reserved the space, brace can not be blocked the space, therefore must block with plug, like this, during template assembly, operation is complicated; 2, template rigidity requirement around the corner is than higher, and the rigidity of brace a little less than, can not satisfy construction requirement.
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, assembly unit is convenient, and form removal is simple, and the recovery utilization rate height is convenient to control construction quality, improves efficiency of construction.Simultaneously, 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, comprise flute profile module, bolt or latch, described building form is assembled by bolt or latch by polylith flute profile module connected to one another, the invention is characterized in that the contiguous block section form that described building form is provided with around the corner is L shaped or flute profile.The flute profile module comprises the web and two edges of a wing, hole is arranged on the edge of a wing, during assembled formwork, polylith flute profile module is arranged in order neatly, make the hole on the adjacent two flute profile module edges of a wing corresponding mutually, bolt or latch are passed hole, connect adjacent flute profile module, form building form, the inner corner trim of building form and external corner place all are provided with contiguous block, contiguous block has very strong rigidity and intensity, the template of different directions can be connected into integral body, guarantees the bonding strength of template corner.L shaped and flute profile contiguous block is set at template inner corner trim place simultaneously, the space of flute profile module ends can also be blocked, prevent that concrete from flowing out.
Feature of the present invention also is on the described contiguous block hole is arranged.Hole is arranged on the contiguous block, bolt or latch are passed hole on the contiguous block and the hole on the flute profile module edge of a wing, make contiguous block and flute profile module connect into integral mold plate.
Feature of the present invention also is on the edge of a wing of described flute profile module hole is arranged, and the distance between the hole equates that be made as L, first hole is 1/2L to the distance between the top flange.When Building block was used template, the hole that is passed on the edge of a wing by bolt or latch between the adjacent two flute profile modules connected.Distance between the hole equates, is convenient to standardized production, satisfies the demand of different size template by the size that changes described L.During template assembly, levels flute profile module dislocation arranges, the top flange of flute profile module is made as half of distance L between the hole to the distance between first hole, is convenient to the assembly unit of flute profile module, straight joint about can avoiding occurring.
Feature of the present invention also is on the web of described flute profile module the form removal hole is arranged.Form removal hole on the flute profile module web can be used for installing the form removal bolt, the shank of bolt end of form removal bolt and the web outer wall of flute profile module at grade, during concreting, concrete can not flow out from the form removal hole.During stripping, turn the form removal bolt, under the effect of bolt force, template can be separated with concrete easily, the convenient building form of removing.
Feature of the present invention also is between the described flute profile module vertically to be connected by keeper by the connection strap of adjustable length.When vertically connecting two flute profile modules, between the web that connection strap is inserted 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 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 keeper is connected with the flute profile module by bolt or latch.On two edges of a wing of keeper hole is arranged all, keeper is inserted in the flute profile module ends groove, make the hole on two edges of a wing of hole and flute profile module on two edges of a wing of keeper corresponding respectively, bolt or latch are passed hole, keeper is connected with the flute profile module.
Feature of the present invention is that also there is enclosure the vertical joint of described flute profile module.When Building block was used template, enclosure 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.Enclosure can also outer wrap in the connection strap place on the flute profile module simultaneously, 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, contiguous block, connection strap, keeper, enclosure adopt hard material to be made.The flute profile module, contiguous block, connection strap, keeper, the enclosure 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:
In the following drawings, 1 is the flute profile module, and 2 is bolt, 3 is the contiguous block of template corner, and 4 is the hole on the contiguous block 3, and 5 is the edge of a wing of flute profile module, 6 is the hole on the edge of a wing 5, and 7 is the web of flute profile module, and 8 is the form removal hole on the web 7,9 is connection strap, and 10 is keeper, and 11 is enclosure, 12 are the form removal bolt, and 13 is the edge of a wing of keeper 10, and 14 is the hole on the edge of a wing 13,15 is the web of keeper 10, and 16 is the hole on the web 15, and 17 are cast-in-situ concrete.
Fig. 1 is provided with the contiguous block schematic diagram for building form at the external corner place, among the figure, the contiguous block section form is L shaped.
Fig. 2 is provided with another embodiment of contiguous block for building form at the external corner place, among the figure, the contiguous block section form is a flute profile.
Fig. 3 is provided with the contiguous block schematic diagram for building form at the inner corner trim place, among the figure, the contiguous block section form is L shaped.
Fig. 4 is provided with another embodiment of contiguous block for building form at the inner corner trim place, among the figure, the contiguous block section form is a flute profile.
Fig. 5 is the contiguous block structural representation
Fig. 6 is another embodiment of contiguous block
Fig. 7 is another embodiment of contiguous block
Fig. 8 is another embodiment of contiguous block
Fig. 9 is a flute profile modular structure schematic diagram
Figure 10 is the vertical connection diagrams of two flute profile modules
Figure 11 is keeper and flute profile module assembly unit schematic diagram
Figure 12 is keeper and another embodiment of flute profile module assembly unit
Figure 13 is that two flute profile modules vertically connect another embodiment
Figure 14 is the column template structural representation
Figure 15 is the shear wall formwork structural representation
Figure 16 is a concreting schematic diagram in the shear wall formwork
Figure 17 is the beam forms structural representation
Figure 18 is a concreting schematic diagram in the beam forms
The specific embodiment:
The invention will be further described below in conjunction with accompanying drawing.
The present invention is shown in accompanying drawing 1～18, a kind of building form, comprise flute profile module 1, bolt or latch 2, described building form is assembled by bolt or latch 2 by polylith flute profile module 1 connected to one another, the invention is characterized in that contiguous block 3 section forms that described building form is provided with around the corner are L shaped or flute profile.The inner corner trim of building form and external corner place all are provided with contiguous block 3, and contiguous block 3 has very strong rigidity and intensity, the template of different directions can be connected into integral body, guarantee the bonding strength of template corner.L shaped and flute profile contiguous block 3 is set at template inner corner trim place simultaneously, the space of flute profile module 1 end can also be blocked, prevent that concrete from flowing out.
Feature of the present invention also is on the described contiguous block 3 hole 4 is arranged.Hole 4 is arranged on the contiguous block 3, bolt or latch 2 are passed hole 4 on the contiguous block 3 and the hole 6 on the flute profile module edge of a wing 5, make contiguous block 3 and flute profile module 1 connect into integral mold plate.
Fig. 1 is provided with contiguous block 3 schematic diagrames for building form at the external corner place, among the figure, contiguous block 3 section forms are L shaped.Fig. 2 is provided with contiguous block 3 another embodiment for building form at the external corner place, among the figure, contiguous block 3 section forms are flute profile.Fig. 3 is provided with contiguous block 3 schematic diagrames for building form at the inner corner trim place, among the figure, contiguous block 3 section forms are L shaped.Fig. 4 is provided with contiguous block 3 another embodiment for building form at the inner corner trim place, among the figure, contiguous block 3 section forms are flute profile.Fig. 5 is L shaped contiguous block 3 structural representations for section form, and Fig. 6 is L shaped contiguous block 3 another embodiment for section form, and Fig. 7 is contiguous block 3 structural representations of flute profile for section form, and Fig. 8 is contiguous block 3 another embodiment of flute profile for section form.
Feature of the present invention also is on the edge of a wing 5 of described flute profile module 1 hole 6 is arranged, and the distance between the hole 6 equates that be made as L, first hole 6 is 1/2L to the distance between 5 ends, the edge of a wing.When Building block was used template, the hole 6 that is passed on the edge of a wing 5 by bolt or latch 2 between the adjacent two flute profile modules 1 connected.
Feature of the present invention also is on the web 7 of described flute profile module 1 form removal hole 8 is arranged.Form removal hole 8 on the flute profile module web 7 can be used for installing form removal bolt 12, web 7 outer walls of the shank of bolt end of form removal bolt 12 and flute profile module 1 at grade, during concreting, concrete can not flow out from form removal hole 8.During stripping, turn form removal bolt 12, under the effect of bolt force, template can be separated with concrete easily, the convenient building form of removing.
Fig. 9 is flute profile module 1 structural representation, among the figure, on the edge of a wing 5 of flute profile module 1 hole 6 is arranged, and the distance between the hole 6 equates that be made as L, first hole 6 is 1/2L to the distance between 5 ends, the edge of a wing, on the web 7 of flute profile module 1 form removal hole 8 is arranged.
Feature of the present invention also is between the described flute profile module 1 vertically to be connected by keeper 10 by the connection strap 9 of adjustable length.Figure 10 is two flute profile modules, 1 vertical connection diagrams, when vertically connecting two flute profile modules 1 with connection strap 9, between the web 15 that connection strap 9 is inserted keepers 10 and the web 7 of flute profile module 1, and, be connected and fixed with connection strap 9 with the hole 16 on bolt or the latch 2 insertion keeper webs 15.
Feature of the present invention is that also described keeper 10 is connected with flute profile module 1 by bolt or latch 2.Figure 11 is keeper 10 and flute profile module 1 assembly unit schematic diagram, Figure 12 is keeper 10 and another embodiment of flute profile module 1 assembly unit, on two edges of a wing 13 of keeper 10 hole 14 is arranged all, keeper 10 is inserted in flute profile module 1 end grooves, make the hole 6 on two edges of a wing 5 of hole 14 and flute profile module 1 on two edges of a wing 13 of keeper 10 corresponding respectively, bolt or latch 2 are passed hole 14 and hole 6, keeper 10 is connected with flute profile module 1.
Feature of the present invention is that also there is enclosure 11 described flute profile module 1 vertical joint.Figure 13 is that the vertical junction of two flute profile modules is provided with enclosure 11 structural representations, and enclosure 11 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.Enclosure 11 can also outer wrap in connection strap 9 places on the flute profile module 1 simultaneously, and concrete flows out from connection strap 9 when preventing concreting, plays the effect of filling block.
Feature of the present invention is that also described flute profile module 1, contiguous block 3, connection strap 9, keeper 10, enclosure 11 adopt hard material to be made.
The object of the present invention is achieved like this, a kind of building form, comprise flute profile module 1, bolt or latch 2, on the edge of a wing 5 of flute profile module 1 hole 6 is arranged, during assembled formwork, polylith flute profile module 1 is arranged in order neatly, make the hole 6 on the adjacent two flute profile module edges of a wing 5 corresponding mutually, bolt or latch 2 are passed hole 6, connect adjacent flute profile module 1, form template, the inner corner trim of template and external corner place all are provided with contiguous block 3, and contiguous block 3 section forms are L shaped or flute profile, hole 4 is arranged on the contiguous block 3, bolt or latch 2 are passed hole 4 on the contiguous block 3 and the hole 6 on flute profile module 1 edge of a wing 5, contiguous block 3 is connected with flute profile module 3, form the monolithic architecture template.This building form can be used in the building operations of concrete column, shear wall, beam, and section form is L shaped or flute profile contiguous block 3 can be used for column template, shear wall formwork is connected with beam forms corner.Figure 14 is the column template structural representation, and among the figure, the section form of the contiguous block 3 at column template external corner place is L shaped.Figure 15 is the shear wall formwork structural representation, Figure 16 is in the shear wall formwork among the concreting 17 schematic diagram figure, the section form of the contiguous block 3 at shear wall formwork inner corner trim and external corner place is L shaped, the L shaped contiguous block 3 at inner corner trim place both can connect flute profile module 1, also can block the space of flute profile module 1 end, prevent that concrete 17 from flowing out.Figure 17 is the beam forms structural representation, Figure 18 is concreting 17 schematic diagrames in the beam forms, and among the figure, the section form of the contiguous block 3 at beam forms inner corner trim and external corner place is a flute profile, the flute profile contiguous block 3 at inner corner trim place also can be blocked the space of flute profile module 1 end, prevents that concrete 17 from flowing out.
Claims (8)
1. building form, comprise flute profile module (1), bolt or latch (2), described building form is assembled by bolt or latch (2) by polylith flute profile module connected to one another (1), and it is characterized in that: the contiguous block that described building form is provided with around the corner (3) section form is L shaped or flute profile.
2. building form according to claim 1 is characterized in that: hole (4) is arranged on the described contiguous block (3).
3. building form according to claim 1, it is characterized in that: on the edge of a wing (5) of described flute profile module (1) hole (6) is arranged, distance between the hole (6) equates that be made as L, first hole (6) is 1/2L to the distance between the end, the edge of a wing (5).
4. building form according to claim 1 is characterized in that: on the web (7) of described flute profile module (1) form removal hole (8) is arranged.
5. building form according to claim 1 is characterized in that: the connection strap (9) by adjustable length between the described flute profile module (1) vertically connects by keeper (10).
6. building form according to claim 5 is characterized in that: described keeper (10) is connected with flute profile module (1) by bolt or latch (2).
7. building form according to claim 1 is characterized in that: described flute profile module (1) vertically has enclosure (11) in the joint.
8. according to claim 1 or 5 or 7 described building forms, it is characterized in that: described flute profile module (1), contiguous block (3), connection strap (9), keeper (10), enclosure (11) adopt hard material to be made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110025282 CN102071796A (en) | 2011-01-24 | 2011-01-24 | Template for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110025282 CN102071796A (en) | 2011-01-24 | 2011-01-24 | Template for construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102071796A true CN102071796A (en) | 2011-05-25 |
Family
ID=44030536
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110025282 Pending CN102071796A (en) | 2011-01-24 | 2011-01-24 | Template for construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102071796A (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102373801A (en) * | 2011-11-01 | 2012-03-14 | 吴方伯 | Template for building |
| CN102409843A (en) * | 2011-09-02 | 2012-04-11 | 吴方伯 | Formwork for integral pouring construction of beam column |
| CN102433986A (en) * | 2011-08-23 | 2012-05-02 | 杨元东 | Multifunctional section-variable formwork |
| CN102605944A (en) * | 2011-06-24 | 2012-07-25 | 吴方伯 | Building formwork |
| CN102735745A (en) * | 2012-07-09 | 2012-10-17 | 重庆大学 | Multi-probe magnetic memory detection device |
| CN103410310A (en) * | 2013-09-03 | 2013-11-27 | 张红亮 | Splicing internal corner template for building |
| CN103774840A (en) * | 2014-01-24 | 2014-05-07 | 南通惠通纺织器材有限公司 | Casting mould |
| CN106493837A (en) * | 2016-11-22 | 2017-03-15 | 西安建筑科技大学 | A kind of universal sideshields mould for preparing fabricated shear wall component |
| CN106760506A (en) * | 2016-12-30 | 2017-05-31 | 广东锐强数字化建筑塑料模板有限公司 | A kind of plastic building column template and its making packaging technology |
| CN107119901A (en) * | 2017-05-02 | 2017-09-01 | 中建局集团建设发展有限公司 | The cast-in-place system of formwork structure and shear wall and construction method of shear wall angle node |
| CN107143137A (en) * | 2017-05-31 | 2017-09-08 | 中建科技成都有限公司 | Cast-in-situ template structure and construction method at a kind of sandwich exterior wall J-shaped wall of prefabricated concrete structure |
| CN110145118A (en) * | 2019-05-27 | 2019-08-20 | 中冶建工集团有限公司 | Wall corner mold method |
| CN113279567A (en) * | 2021-06-01 | 2021-08-20 | 叶欣欣 | Novel formwork support device for building construction |
| CN113882659A (en) * | 2021-12-08 | 2022-01-04 | 北京怡泰盛达技术发展有限责任公司 | Anti-deformation system of special building template combined structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2181539Y (en) * | 1993-08-18 | 1994-11-02 | 冶金工业部建筑研究总院 | Self-bearing steel frame compound shuttering |
| JPH10266562A (en) * | 1997-03-28 | 1998-10-06 | Higuchi Matsue | Joint metal tool for assembling concrete form |
| CN201125529Y (en) * | 2007-11-16 | 2008-10-01 | 浙江省建工集团有限责任公司 | Large template corner chucking appliance for building |
| CN201535064U (en) * | 2009-07-07 | 2010-07-28 | 叶勇民 | Template for buildings |
| CN101906875A (en) * | 2010-08-17 | 2010-12-08 | 吴方伯 | Hollow slab template for buildings |
| CN201704946U (en) * | 2010-04-23 | 2011-01-12 | 吴方伯 | Shear wall formwork for building |
-
2011
- 2011-01-24 CN CN 201110025282 patent/CN102071796A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2181539Y (en) * | 1993-08-18 | 1994-11-02 | 冶金工业部建筑研究总院 | Self-bearing steel frame compound shuttering |
| JPH10266562A (en) * | 1997-03-28 | 1998-10-06 | Higuchi Matsue | Joint metal tool for assembling concrete form |
| CN201125529Y (en) * | 2007-11-16 | 2008-10-01 | 浙江省建工集团有限责任公司 | Large template corner chucking appliance for building |
| CN201535064U (en) * | 2009-07-07 | 2010-07-28 | 叶勇民 | Template for buildings |
| CN201704946U (en) * | 2010-04-23 | 2011-01-12 | 吴方伯 | Shear wall formwork for building |
| CN101906875A (en) * | 2010-08-17 | 2010-12-08 | 吴方伯 | Hollow slab template for buildings |
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102605944A (en) * | 2011-06-24 | 2012-07-25 | 吴方伯 | Building formwork |
| CN102433986A (en) * | 2011-08-23 | 2012-05-02 | 杨元东 | Multifunctional section-variable formwork |
| CN102409843A (en) * | 2011-09-02 | 2012-04-11 | 吴方伯 | Formwork for integral pouring construction of beam column |
| CN102373801A (en) * | 2011-11-01 | 2012-03-14 | 吴方伯 | Template for building |
| CN102735745A (en) * | 2012-07-09 | 2012-10-17 | 重庆大学 | Multi-probe magnetic memory detection device |
| CN102735745B (en) * | 2012-07-09 | 2015-05-20 | 重庆大学 | Multi-probe magnetic memory detection device |
| CN103410310A (en) * | 2013-09-03 | 2013-11-27 | 张红亮 | Splicing internal corner template for building |
| CN103774840A (en) * | 2014-01-24 | 2014-05-07 | 南通惠通纺织器材有限公司 | Casting mould |
| CN106493837A (en) * | 2016-11-22 | 2017-03-15 | 西安建筑科技大学 | A kind of universal sideshields mould for preparing fabricated shear wall component |
| CN106493837B (en) * | 2016-11-22 | 2018-12-07 | 西安建筑科技大学 | A kind of general side mode being used to prepare fabricated shear wall component |
| CN106760506A (en) * | 2016-12-30 | 2017-05-31 | 广东锐强数字化建筑塑料模板有限公司 | A kind of plastic building column template and its making packaging technology |
| CN107119901A (en) * | 2017-05-02 | 2017-09-01 | 中建局集团建设发展有限公司 | The cast-in-place system of formwork structure and shear wall and construction method of shear wall angle node |
| CN107119901B (en) * | 2017-05-02 | 2023-08-22 | 中建一局集团建设发展有限公司 | Template structure of shear wall corner node, shear wall cast-in-situ system and construction method |
| CN107143137A (en) * | 2017-05-31 | 2017-09-08 | 中建科技成都有限公司 | Cast-in-situ template structure and construction method at a kind of sandwich exterior wall J-shaped wall of prefabricated concrete structure |
| CN110145118A (en) * | 2019-05-27 | 2019-08-20 | 中冶建工集团有限公司 | Wall corner mold method |
| CN113279567A (en) * | 2021-06-01 | 2021-08-20 | 叶欣欣 | Novel formwork support device for building construction |
| CN113882659A (en) * | 2021-12-08 | 2022-01-04 | 北京怡泰盛达技术发展有限责任公司 | Anti-deformation system of special building template combined structure |
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Application publication date: 20110525 |