CN102191858A - Pillar template for building - Google Patents
Pillar template for building Download PDFInfo
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- CN102191858A CN102191858A CN 201010153806 CN201010153806A CN102191858A CN 102191858 A CN102191858 A CN 102191858A CN 201010153806 CN201010153806 CN 201010153806 CN 201010153806 A CN201010153806 A CN 201010153806A CN 102191858 A CN102191858 A CN 102191858A
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Abstract
The invention discloses a pillar template for a building. The pillar template for the building comprises groove-shaped or rectangular modules (1) and fasteners such as bolts (2) or inserted pins or screw threads and the like, wherein bumps (6) are arranged on the end parts of the modules (1), and holes (7) are formed on the bumps (6); the pillar template is formed by splicing the modules (1); each module (1) consists of a top plate (3), a bottom plate (4) and a lateral plate (5); when the pillar template is assembled, the modules (1) are put in place, the bolts (2) or the inserted pins are inserted into the holes (7) on the bumps (6) on the end parts of the modules (1), and the modules (1) are positioned; a tie piece (10) passes through holes (9) on the top plates (3) and the bottom plates (4), and the two adjacent modules (1) are tied, so that the modules (1) which are connected mutually form a bottom template; and the modules (1) are assembled on the bottom template sequentially until the integral pillar template is formed. The pillar template for the building has high rigidity, high bearing capacity, high recycling rate and simple constructional processes, and makes construction quality conveniently controlled.
Description
Technical field:
The present invention relates to the realm of building construction, specifically refer to a kind of column template 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 estimate one's own ability big, 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 slab form for building, this slab form deadweight for building is little, flexibility good, working procedure is simple, and the recovery utilization rate height can adopt mechanization production and construction, is convenient to control construction quality, improves efficiency of construction.Aspect stressed, it is big to have rigidity, bearing capacity height, the advantage that overall performance is good.
The present invention seeks to realize like this, a kind of column template for building, this column template for building comprises flute profile or rectangular module, bolt or securing members such as latch or screw thread.Feature of the present invention also is: module ends has projection, and hole is arranged on the projection.Described column template for building is made up of flute profile or rectangular module, and module is made up of top board, base plate and side plate.When the assembly unit column template, module is placed in around the good pillar reinforcing cage of colligation, adjacent two module ends projections can overlap mutually, and the hole on two projections is corresponding mutually.In the hole on bolt or the latch insert module end projection, locating module; Tension member is passed hole on module top board, the base plate, and adjacent two modules of drawknot make flute profile connected to one another or rectangular module form the bottom template; On the template of bottom, continue assembling module, until forming the integral post template.
Feature of the present invention is that also column template for building is assembled by two or more than two flute profile connected to one another or rectangular module, connects by securing members such as bolt or latch or screw threads between the module.
Feature of the present invention also is on the top board of module and the base plate hole is arranged.When assembly unit integral post template, tension member can be passed the hole on module top board and the base plate, adjacent two modules of drawknot can increase the stability of column template like this, prevent column template generation parallelogramming deflection.For the flute profile module, available bolt or securing members such as latch or screw thread pass the hole on module top board and the base plate, connect two adjacent modules up and down, increase the resistance to overturning of column template.
Feature of the present invention is that also the connection strap keeper is arranged on the module, on the connection strap keeper hole is arranged.
Feature of the present invention also is between the module vertically to be connected by the connection strap keeper by the connection strap of adjustable length.When vertically connecting two modules with connection strap, connection strap inserts between connection strap keeper and the module side plate, and bolt is installed in the hole of connection strap keeper, tights a bolt, fixedly connected.Connection strap adjustable module length satisfies the demand of different size column template.
Feature of the present invention is that also module-external has the outsourcing connector, and the outsourcing connector can wrap in the connection strap keeper place on the module, prevents when concreting, and concrete flows out from the connection strap junction, and the outsourcing connector plays the effect of filling block.Simultaneously the outsourcing connector can vertically connect adjacent modules, and the length of adjustment module satisfies the demand of different size column template.
Feature of the present invention also is on the side plate of module form removal bolt hole is arranged.When the assembly unit column template, the form removal bolt hole on the module can be used for erection bolt, the outer wall of the end of bolt and the side plate of module at grade, during concreting, concrete can not flow out from form removal bolt hole.When removing column template, turn bolt, under the effect of bolt force, module can be separated with concrete column easily, the convenient integral post template of removing.
Feature of the present invention is that also the module form of fracture has flute profile, rectangle, square.The module form of fracture can be selected flexibly according to actual user demand, is convenient to produce and actual the use.
Feature of the present invention is that also module has yi word pattern, L type.Module adopts different shape, can be used in inner corner trim, the external corner position of I shape, L type, T type, hetermorphiscal column template such as cross, satisfies different parts, difform template demand.
Feature of the present invention is that also module, connection strap, outsourcing connector adopt hard material to be made.By module, connection strap, outsourcing connector that hard materials such as steel, aluminium alloys are made, when being assembled into the integral post template, rigidity is big, the bearing capacity height.
Description of drawings:
Fig. 1 is flute profile module 1 structural representation, 3 is the top board of module 1,4 is the base plate of module 1,5 is the side plate of module 1,6 is the projection of module 1 end, and 7 is the hole on the module 1 end projection 6, and 8 is the hole of base plate 4 ends, 9 is the hole on module 1 top board 3 and the base plate 4, and 14 is the form removal bolt hole on the side plate 5.
Fig. 2 is rectangular module 1 structural representation.
Fig. 3 is L pattern piece 1 structural representation.
Fig. 4 is flute profile module 1 another embodiment, and connection strap keeper 11 is arranged on the module 1, and hole 15 is arranged on the connection strap keeper 11.
Fig. 5 is flute profile module 1 another embodiment, and the connection strap keeper 11 of disconnection is arranged on the module 1, and hole 15 is arranged on the connection strap keeper 11.
Fig. 6 is two modules, 1 vertical syndeton schematic diagrames, and 2 is bolt, and 11 is the connection strap keeper, and 12 is connection strap.
Fig. 7 is that two modules 1 vertically connect another embodiment, and 13 are the outsourcing connector.
Fig. 8 is that two modules 1 vertically connect another embodiment.
Fig. 9 is a column template for building bottom template assembly schematic diagram, and module 1 is the flute profile module, and 10 is tension member.
Figure 10 is the vertical view of Fig. 9.
Figure 11 is a column template structural representation for building.
Figure 12 is a column template for building bottom template assembly schematic diagram, and module 1 is a rectangular module.
Figure 13 is the column template structural representation for building of rectangular module 1 assembly unit.
The specific embodiment:
The present invention as shown in drawings, a kind of column template for building, this column template for building comprise flute profile or rectangular module 1, bolt 2 or securing members such as latch or screw thread.The invention is characterized in: there is projection 6 module 1 end, and hole 7 is arranged on the projection 6.
Fig. 1-Fig. 5 is module 1 structural representation, 3 is the top board of module, 4 is the base plate of module, and 5 is the side plate of module, and 6 is the projection of module ends, 7 is the hole on the module ends projection 6,8 is the hole of base plate 4 ends, and 9 is the hole on module top board 3 and the base plate 4, and 11 is the connection strap keeper, 14 is the form removal bolt hole on the side plate 5, and 15 is the hole on the connection strap keeper 11.In other accompanying drawings, to number identically, its explanation is identical.
Feature of the present invention is that also column template for building is assembled by two or more than two flute profile connected to one another or rectangular module 1, connects by securing members such as bolt 2 or latch or screw threads between the module 1.
Feature of the present invention also is on the top board 3 of module 1 and the base plate 4 hole 9 is arranged.
Fig. 1 is flute profile module 1 structural representation, and there is projection 6 module 1 end, and hole 7 is arranged on the projection 6, and there is hole 8 base plate 4 ends, and the diameter of hole 8 has hole 9 greater than hole 7 on top board 3 and the base plate 4, and form removal bolt hole 14 is arranged on the side plate 5.
Fig. 2 is rectangular module 1 structural representation, and there is projection 6 module 1 end, and hole 7 is arranged on the projection 6, on top board 3 and the base plate 4 hole 9 is arranged.
Fig. 3 is L pattern piece 1 structural representation, and there is projection 6 module 1 end, and hole 7 is arranged on the projection 6, on top board 3 and the base plate 4 hole 9 is arranged, and form removal bolt hole 14 is arranged on the side plate 5.
Feature of the present invention is that also connection strap keeper 11 is arranged on the module 1, and hole 15 is arranged on the connection strap keeper 11.Fig. 4 is flute profile module 1 structural representation, and connection strap keeper 11 is arranged on the module 1, and hole 15 is arranged on the connection strap keeper 11.Fig. 5 is flute profile module 1 structural representation, and the connection strap keeper 11 of disconnection is arranged on the module 1, and hole 15 is arranged on the connection strap keeper 11.
Feature of the present invention also is between the module 1 vertically to be connected by connection strap keeper 11 by the connection strap 12 of adjustable length.Fig. 6 is two modules, 1 vertical connection diagrams, and during the vertical link block 1 of connection strap 12, connection strap 12 inserts between connection strap keepers 11 and the module side plate 5, and bolt 2 is installed in the hole 15 of connection strap keeper 11, tights a bolt 2, fixedly connected 12.The length of connection strap 12 adjustable module 1 satisfies the demand of different size column template.
Feature of the present invention is that also there is outsourcing connector 13 module 1 outside.Fig. 7, Fig. 8 are two modules, 1 vertical syndeton schematic diagrames.Outsourcing connector 13 can wrap in connection strap keeper 12 places on the module 1, prevents that concrete from flowing out from the connection strap junction, plays the effect of filling block.The vertical link block 1 of outsourcing connector 13 simultaneously, the length of adjustment module satisfies the demand of different size column template.
Feature of the present invention also is on the side plate 5 of module 1 form removal bolt hole 14 is arranged.
Feature of the present invention is that also module 1 form of fracture has rectangle, square, flute profile.
Feature of the present invention is that also module 1 has yi word pattern, L type.
Feature of the present invention is that also module 1, connection strap 12, outsourcing connector 13 adopt hard material to be made.
The object of the present invention is achieved like this, a kind of column template for building, this column template for building comprise flute profile or rectangular module 1, bolt 2 or securing members such as latch or screw thread.Shown in Figure 9, when the assembly unit column template, place flute profile module 1 around the good pillar reinforcing cage of colligation, front and back two flute profile modules, 1 top board is upwards placed, about two flute profile modules, 1 top board place downwards, adjacent like this two flute profile module ends projections 6 can overlap mutually, hole 7 on two projections 6 is corresponding mutually, and the diameter of hole 8 is greater than hole 7, and bolt 2 can pass through hole 8, pass hole 7, locating module 1; Pass hole 9 on flute profile module 1 top board and the base plate with tension member 10, the adjacent two flute profile modules 1 of drawknot make flute profile module 1 connected to one another form the bottom template.Figure 10 is the vertical view of Fig. 9.
Shown in Figure 11, on the good bottom template of assembly unit, continue assembly unit flute profile module 1, owing on flute profile module 1 top board 3, the base plate 4 hole 9 is arranged, hole 9 about bolt 2 or securing members such as latch or screw thread can pass on two flute profile module top boards 3, the base plate 4, connect two flute profile modules 1 up and down, until forming the integral post template.
Figure 12 is the bottom column template structural representation of rectangular module 1 assembly unit, and bolt passes hole 7, hole 8, and locating rectangle module 1 is passed hole 9 on rectangular module 1 top board and the base plate, adjacent two rectangular modules 1 of drawknot with tension member 10.Figure 13 is the column template structural representation for building of rectangular module 1 assembly unit.
Owing on the side plate 5 of module 1 form removal bolt hole 14 is arranged, when the assembly unit column template, form removal bolt hole 14 on the module 1 can be used for erection bolt 2, the outer wall of the side plate 5 of the end of bolt 2 and module 1 at grade, during concreting, concrete can not flow out from form removal bolt hole 14.When removing column template, turn bolt 2, under the effect of bolt force, module 1 can be separated with concrete column easily, the convenient integral post template of removing.
Claims (10)
1. column template for building, this column template for building comprises flute profile or rectangular module (1), bolt (2) or securing members such as latch or screw thread.The invention is characterized in: there is projection (6) module (1) end, and hole (7) is arranged on the projection (6).
2. column template for building according to claim 1, it is characterized in that: column template for building is assembled by two or more than two flute profile connected to one another or rectangular module (1), connects by securing members such as bolt (2) or latch or screw threads between the module (1).
3. column template for building according to claim 1 is characterized in that: on the top board (3) of module (1) and the base plate (4) hole (9) is arranged.
4. column template for building according to claim 1 is characterized in that: connection strap keeper (11) is arranged on the module (1), hole (15) is arranged on the connection strap keeper (11).
5. column template for building according to claim 1 is characterized in that: the connection strap (12) by adjustable length between the module (1) vertically connects by connection strap keeper (11).
6. building form according to claim 1 is characterized in that: there is outsourcing connector (13) module (1) outside.
7. column template for building according to claim 1 is characterized in that: on the side plate (5) of module (1) form removal bolt hole (14) is arranged.
8. column template for building according to claim 1 is characterized in that: module (1) form of fracture has flute profile, rectangle, square.
9. column template for building according to claim 1 is characterized in that: module (1) has yi word pattern, L type.
10. column template for building according to claim 1 is characterized in that: module (1), connection strap (12), outsourcing connector (13) adopt hard material to be made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010153806 CN102191858A (en) | 2010-04-23 | 2010-04-23 | Pillar template for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010153806 CN102191858A (en) | 2010-04-23 | 2010-04-23 | Pillar template for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102191858A true CN102191858A (en) | 2011-09-21 |
Family
ID=44600648
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010153806 Pending CN102191858A (en) | 2010-04-23 | 2010-04-23 | Pillar template for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102191858A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108032410A (en) * | 2017-12-29 | 2018-05-15 | 六安远大住宅工业有限公司 | A kind of rib mould and rib die assembly for being used to produce prefabricated components |
| CN108189200A (en) * | 2017-12-29 | 2018-06-22 | 远大住宅工业（杭州）有限公司 | A kind of rib die assembly |
| CN108189201A (en) * | 2017-12-29 | 2018-06-22 | 广州远大住宅工业有限公司 | A kind of rib die assembly |
| CN108582425A (en) * | 2017-12-29 | 2018-09-28 | 远大住宅工业（天津）有限公司 | A kind of rib die assembly |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2740162A1 (en) * | 1995-10-20 | 1997-04-25 | Gracia Alfred | Modular brick sections for creating decorative, load bearing columns in buildings |
| CN2570377Y (en) * | 2002-09-26 | 2003-09-03 | 姚月荣 | Lock joint plastic formwork for construction |
| CN201704950U (en) * | 2010-04-23 | 2011-01-12 | 吴方伯 | Building column formwork |
| CN201730324U (en) * | 2010-04-23 | 2011-02-02 | 吴方伯 | Column template for buildings |
| CN201730323U (en) * | 2010-04-23 | 2011-02-02 | 吴方伯 | Column template used for building |
| CN201730322U (en) * | 2010-04-23 | 2011-02-02 | 吴方伯 | Building column template |
| CN201730321U (en) * | 2010-04-23 | 2011-02-02 | 吴方伯 | Column formwork for buildings |
-
2010
- 2010-04-23 CN CN 201010153806 patent/CN102191858A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2740162A1 (en) * | 1995-10-20 | 1997-04-25 | Gracia Alfred | Modular brick sections for creating decorative, load bearing columns in buildings |
| CN2570377Y (en) * | 2002-09-26 | 2003-09-03 | 姚月荣 | Lock joint plastic formwork for construction |
| CN201704950U (en) * | 2010-04-23 | 2011-01-12 | 吴方伯 | Building column formwork |
| CN201730324U (en) * | 2010-04-23 | 2011-02-02 | 吴方伯 | Column template for buildings |
| CN201730323U (en) * | 2010-04-23 | 2011-02-02 | 吴方伯 | Column template used for building |
| CN201730322U (en) * | 2010-04-23 | 2011-02-02 | 吴方伯 | Building column template |
| CN201730321U (en) * | 2010-04-23 | 2011-02-02 | 吴方伯 | Column formwork for buildings |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108032410A (en) * | 2017-12-29 | 2018-05-15 | 六安远大住宅工业有限公司 | A kind of rib mould and rib die assembly for being used to produce prefabricated components |
| CN108189200A (en) * | 2017-12-29 | 2018-06-22 | 远大住宅工业（杭州）有限公司 | A kind of rib die assembly |
| CN108189201A (en) * | 2017-12-29 | 2018-06-22 | 广州远大住宅工业有限公司 | A kind of rib die assembly |
| CN108582425A (en) * | 2017-12-29 | 2018-09-28 | 远大住宅工业（天津）有限公司 | A kind of rib die assembly |
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|---|---|---|---|
| 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 |