CN201730322U - Building column template - Google Patents
Building column template Download PDFInfo
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- CN201730322U CN201730322U CN2010201684246U CN201020168424U CN201730322U CN 201730322 U CN201730322 U CN 201730322U CN 2010201684246 U CN2010201684246 U CN 2010201684246U CN 201020168424 U CN201020168424 U CN 201020168424U CN 201730322 U CN201730322 U CN 201730322U
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- 238000012946 outsourcing Methods 0.000 claims description 13
- 239000000463 material Substances 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 10
- 238000000034 method Methods 0.000 abstract description 4
- 238000011084 recovery Methods 0.000 abstract description 3
- 238000003908 quality control method Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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Abstract
The utility model discloses a building column template, which comprises groove-shaped modules (1) and bolts (2) or inserted pins or screw threads. The building column template comprises the modules (1) that are joined together; the modules (1) are connected through connecting strips (12) by connecting strip positioning parts (11) in the longitudinal direction; and the connecting strips (12) can adjust the length of the modules so as to satisfy the requirements of the column templates in different sizes. When the column template is in assembly, the modules (1) are put in place, the bolts (2) or the inserted pins are inserted in holes (7) formed on projections (6) formed at the end parts of the modules (1) so as to position the modules (1); a tie piece (10) passes through holes (9) formed on a top plate (3) and a bottom plate (4) to bind the two adjacent modules (1), so as to lead the modules (1) that are connected with each other to form a bottom template; and the modules (1) are assembled continuously on the bottom template until an integral column template is formed. The column template has the advantages of strong rigidity, high bearing capacity, high recovery rate, simple construction procedure and convenient quality control of construction.
Description
Technical field:
The utility model relates to the realm of building construction, specifically refers 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 purpose of this utility model is to provide a kind of column template for building, and this column template 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 utility model purpose is achieved like this, a kind of column template for building, and this column template for building comprises flute profile module, bolt or latch or screw thread.Of the present utility model being characterised in that: the connection strap by adjustable length between the flute profile module vertically connects by the connection strap keeper.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 utility model is that also column template for building is assembled by two or more than two flute profile module connected to one another, passes through bolt or latch or screwed connection between the module.Described column template for building is combined into by the flute profile module, and module is made up of top board, base plate and side plate, and module ends has projection, and hole is arranged on the projection.When the assembly unit column template, module is placed in around the good pillar reinforcing cage of colligation, 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 module connected to one another form the bottom template; On the template of bottom, continue assembling module, until forming the integral post template.
Feature of the present utility model is that also module ends has projection, and hole is arranged on the projection.Because module ends has projection, and hole is arranged on the projection, when assembly unit post integral mold plate, two module ends can overlap mutually, and bolt or latch can fix the position of module by the hole on the projection.
Feature of the present utility model 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.Simultaneously, available bolt or 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 utility model is that also the connection strap keeper is arranged on the module, on the connection strap keeper hole is arranged.Hole on the connection strap keeper can be used for erection bolt, and fixedly connected, the length of adjustment module satisfies the demand of different size column template.
Feature of the present utility model 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 utility model 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 inwall 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 utility model 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 utility model 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 L pattern piece 1 structural representation.
Fig. 3 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. 4 is flute profile module 1 another embodiment, and a plurality of connection strap keepers 11 are 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.
Fig. 8 is that two modules 1 vertically connect another embodiment, and 13 are the outsourcing connector.
Fig. 9 is that two modules 1 vertically connect another embodiment.
Figure 10 is a column template for building bottom template assembly schematic diagram, and 10 is tension member.
Figure 11 is the vertical view of Figure 10.
Figure 12 is a column template structural representation for building.
The specific embodiment:
Shown in the accompanying drawing, a kind of column template for building, this column template for building comprises flute profile module 1, bolt 2 or latch or screw thread.Of the present utility model being characterised in that: the connection strap 12 by adjustable length between the flute profile module 1 vertically connects by connection strap keeper 11.
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 utility model is that also column template for building is assembled by two or more than two flute profile module connected to one another 1, between the module 1 by bolt 2 or latch or screwed connection.
Feature of the present utility model is that also there is projection 6 module 1 end, has hole 7 on the projection 6.
Feature of the present utility model 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 L 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, and form removal bolt hole 14 is arranged on the side plate 5.
Feature of the present utility model 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. 3 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. 4 is flute profile module 1 another embodiment, and a plurality of connection strap keepers 11 are 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, Fig. 7 are 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 utility model is that also there is outsourcing connector 13 module 1 outside.Fig. 8, Fig. 9 are that two modules 1 vertically connect another embodiment.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 utility model also is on the side plate 5 of module 1 form removal bolt hole 14 is arranged.
Feature of the present utility model is that also module 1 has yi word pattern, L type.
Feature of the present utility model is that also module 1, connection strap 12, outsourcing connector 13 adopt hard material to be made.
The purpose of this utility model is achieved like this, a kind of column template for building, and this column template for building comprises flute profile module 1, bolt 2 or latch or screw thread.Shown in Figure 10, during 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 11 is the vertical view of Figure 10.
Shown in Figure 12, 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 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.
Owing on the side plate 5 of module 1 form removal bolt hole 14 is arranged, during 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 (9)
1. column template for building, this column template for building comprises flute profile module (1), bolt (2) or latch or screw thread, it is characterized in that: the connection strap (12) by adjustable length between the flute profile module (1) vertically connects by connection strap keeper (11).
2. column template for building according to claim 1 is characterized in that: column template for building is assembled by two or more than two flute profile module connected to one another (1), passes through bolt (2) or latch or screwed connection between the module (1).
3. column template for building according to claim 1 is characterized in that: there is projection (6) module (1) end, and hole (7) is arranged on the projection (6).
4. 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.
5. 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).
6. column template for building 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) has yi word pattern, L type.
9. according to claim 1 or 6 described column templates for building, it 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 |
|---|---|---|---|
| CN2010201684246U CN201730322U (en) | 2010-04-23 | 2010-04-23 | Building column template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201684246U CN201730322U (en) | 2010-04-23 | 2010-04-23 | Building column template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201730322U true CN201730322U (en) | 2011-02-02 |
Family
ID=43521479
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201684246U Expired - Lifetime CN201730322U (en) | 2010-04-23 | 2010-04-23 | Building column template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201730322U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102191858A (en) * | 2010-04-23 | 2011-09-21 | 吴方伯 | Pillar template for building |
| CN109488016A (en) * | 2018-12-07 | 2019-03-19 | 中铁建设集团有限公司 | A kind of aluminium alloy inner corner trim composite shuttering of size adjustable |
-
2010
- 2010-04-23 CN CN2010201684246U patent/CN201730322U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102191858A (en) * | 2010-04-23 | 2011-09-21 | 吴方伯 | Pillar template for building |
| CN109488016A (en) * | 2018-12-07 | 2019-03-19 | 中铁建设集团有限公司 | A kind of aluminium alloy inner corner trim composite shuttering of size adjustable |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: CHANGSHA SANYUAN STEEL STRUCTURE CO., LTD. Free format text: FORMER OWNER: WU FANGBO Effective date: 20120813 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 410082 CHANGSHA, HUNAN PROVINCE TO: 410114 CHANGSHA, HUNAN PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20120813 Address after: 410114 Hunan province Changsha Datuo Town City Tianxin Tianxin Environmental Protection Industrial Park Patentee after: Changsha Sanyuan Steel Structure Co.,Ltd. Address before: 410082 Hunan province Changsha Lushan Road Structure Engineering Research Institute Hunan University Patentee before: Wu Fangbo Effective date of registration: 20120813 Address after: 410114 Hunan province Changsha Datuo Town City Tianxin Tianxin Environmental Protection Industrial Park Patentee after: Changsha Sanyuan Steel Structure Co.,Ltd. Address before: 410082 Hunan province Changsha Lushan Road Structure Engineering Research Institute Hunan University Patentee before: Wu Fangbo |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110202 |