CN201786019U - Building shear wall template - Google Patents
Building shear wall template Download PDFInfo
- Publication number
- CN201786019U CN201786019U CN2010201684547U CN201020168454U CN201786019U CN 201786019 U CN201786019 U CN 201786019U CN 2010201684547 U CN2010201684547 U CN 2010201684547U CN 201020168454 U CN201020168454 U CN 201020168454U CN 201786019 U CN201786019 U CN 201786019U
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- China
- Prior art keywords
- shear wall
- flute profile
- building
- wall formwork
- profile module
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses a building shear wall template. The template comprises groove-shaped modules (1) and bolts (2) or inserted pins or screw threads, wherein each groove-shaped module (1) consists of a top plate (3), a baseplate (4) and a lateral plate (6), holes (5) are formed on the top plate (3) and the baseplate (4), and holes (7) are formed on the lateral plate (6). The building shear wall template is assembled by the mutually connected groove-shaped modules (1). During the assembly of the shear wall template, the holes (5) on the baseplate (4) of the upper groove-shaped module (1) are in upper-lower correspondence with the holes (5) on the top plate of the lower groove-shaped module (1), the bolts (2) or the inserted pins penetrate the holes (5) to connect the upper and lower groove-shaped modules (1), and the shear wall template is tied through transverse tie bars (13) or transverse tie bolts (14). The groove-shaped modules (1) can be easily positioned through the bolts (2) or the inserted pins during the assembly of the shear wall template, the whole template is convenient to assemble, has strong rigidity and high bearing capacity, and is easy to strip.
Description
Technical field:
The utility model relates to the realm of building construction, specifically refers to a kind of shear wall formwork for building.
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.
Summary of the invention:
The purpose of this utility model is to provide a kind of shear wall formwork for building, this shear wall formwork deadweight for building is little, flexibility good, working procedure is simple, the recovery utilization rate height, and can adopt mechanization production and construction, be convenient to control construction quality, improve efficiency of construction.Aspect stressed, it is big to have rigidity, bearing capacity height, the advantage that overall performance is good.
The purpose of this utility model is achieved like this, a kind of shear wall formwork for building, and this shear wall formwork for building comprises flute profile module, bolt or latch or screw thread.Described flute profile module is made up of top board, base plate and side plate.Of the present utility model being characterised in that: on the top board of flute profile module for building, the base plate hole is arranged, hole is arranged on the side plate.When the assembly unit shear wall formwork, be connected with hole on the base plate by top board by bolt or latch between the two flute profile modules up and down.Hole on the side plate can be used for installing horizontal steel tie or horizontal drawknot bolt, and laterally steel tie or horizontal drawknot bolt pass the hole on the flute profile module side plate, drawknot shear wall formwork; Can also be used to installing the form removal bolt in the hole on the side plate, the shank of bolt end of form removal bolt and the side plate outer wall of flute profile module at grade, during concreting, concrete can not flow out from hole.When removing shear wall formwork, turn the form removal bolt, under the effect of bolt force, shear wall formwork can separate with walls concrete easily, the whole shear wall formwork of convenient dismounting.
Feature of the present utility model is that also shear wall formwork 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 flute profile module.During the assembly unit shear wall formwork, the base plate hole that makes top flute profile module is corresponding up and down with the top board hole of bottom flute profile module, and bolt or latch or screw thread are passed hole, connects two flute profile modules up and down, the formation shear wall formwork.
Feature of the present utility model also is between two flute profile modules vertically to be connected by the connection strap of adjustable length.When vertically connecting two flute profile modules, connection strap is inserted between connection strap keeper and the flute profile module side plate, and with the hole on bolt or the latch insertion connection strap keeper, and be connected and fixed with connection strap with connection strap.The length of connection strap adjustable slot shape module, the demand of different size shear wall formwork when satisfying construction.
Feature of the present utility model is that also flute profile module ends for building has the connection strap keeper.
Feature of the present utility model is that also flute profile module-external for building has the outsourcing connector.When the assembly unit shear wall formwork, the outsourcing connector can vertically connect adjacent flute profile module, can regulate the distance between the flute profile module ends, the demand of different size shear wall formwork when satisfying construction.The connector of outsourcing simultaneously can also outer wrap in the connection strap place on the flute profile module, and when preventing concreting, concrete flows out from connection strap, plays the effect of filling block.
Feature of the present utility model also is between the described shear wall formwork for building by horizontal steel tie or horizontal drawknot bolt drawknot, laterally steel tie or laterally on the drawknot bolt abutment sleeve is arranged.During the drawknot shear wall formwork, abutment sleeve can guarantee that shear wall formwork can not tilt under the effect of horizontal steel tie or horizontal drawknot bolt between shear wall formwork; Simultaneously when removing shear wall formwork, because laterally steel tie or laterally drawknot bolt and concrete bonding not can be removed horizontal steel tie or horizontal drawknot bolt at an easy rate.
Feature of the present utility model also is on the described connection strap keeper hole is arranged.
Feature of the present utility model is that also described flute profile module, connection strap, outsourcing connector, abutment sleeve adopt hard material to be made.By flute profile module, connection strap, outsourcing connector, abutment sleeve that hard materials such as steel, aluminium alloys are made, when being assembled into whole shear wall formwork, rigidity is big, and the bearing capacity height is not yielding.
Description of drawings:
Fig. 1 is flute profile module 1 structural representation, and 1 is the flute profile module, and 3 is top board, and 4 is base plate, and 5 is the hole on top board, the base plate, and 6 is side plate, and 7 is the hole on the side plate.
Fig. 2 is two flute profile modules, 1 vertical syndeton schematic diagrames, and 2 is bolt, and 8 is connection strap, and 9 is the connection strap keeper, and 12 is the hole on the connection strap keeper.
Fig. 3 is that two flute profile modules 1 vertically connect another embodiment.
Fig. 4 is that two flute profile modules 1 vertically connect another embodiment, and 10 are the outsourcing connector.
Fig. 5 is that two flute profile modules 1 vertically connect another embodiment.
Fig. 6 is two flute profile modules, 1 vertical syndeton schematic diagrames.
Fig. 7 is two flute profile modules, 1 horizontal drawknot schematic diagrames.11 is abutment sleeve, and 13 is horizontal steel tie.
Fig. 8 is two flute profile modules, 1 horizontal another embodiment of drawknot.14 is horizontal drawknot bolt.
Fig. 9 is a form removal bolt scheme of installation.15 are the form removal bolt.
Figure 10 is the shear wall formwork structural representation.
The specific embodiment:
The utility model is described in further detail below in conjunction with accompanying drawing.
Shown in the accompanying drawing 1～10, a kind of shear wall formwork for building, this shear wall formwork for building comprises flute profile module 1, bolt 2 or latch or screw thread.Described flute profile module 1 is made up of top board 3, base plate 4 and side plate 6.The top board 3 of flute profile module 1 for building, the base plate 4 of being characterised in that of the present utility model has hole 5, and hole 7 is arranged on the side plate 6.
Fig. 1 is flute profile module 1 structural representation, and 1 is the flute profile module, and 3 is top board, and 4 is base plate, and it is side plate that hole 5,6 is arranged on top board, the base plate, and hole 7 is arranged on the side plate.In other accompanying drawings, to number identically, its explanation is identical.
Feature of the present utility model is that also shear wall formwork for building is assembled by two or more than two flute profile module connected to one another 1, between the flute profile module 1 by bolt 2 or latch or screwed connection.
Feature of the present utility model also is between two flute profile modules 1 vertically to be connected by the connection strap 8 of adjustable length.
Feature of the present utility model is that also there is connection strap keeper 9 flute profile module for building 1 end.
Fig. 2, Fig. 3 are two flute profile modules, 1 vertical syndeton schematic diagrames, and 2 is bolt, and 8 is connection strap, and 9 is the connection strap keeper, and 12 is the hole on the connection strap keeper.When vertically connecting two flute profile modules, connection strap 8 is inserted between connection strap keeper 9 and the flute profile module side plate 6, and, be connected and fixed with connection strap 8 with the hole 12 on bolt 2 or the latch insertion connection strap keeper 9 with connection strap 8.The length of connection strap 8 adjustable slot shape modules 1, the demand of different size shear wall formwork when satisfying construction.
Feature of the present utility model is that also there is outsourcing connector 10 flute profile module for building 1 outside.Fig. 4, Fig. 5 are two flute profile modules, 1 vertical syndeton schematic diagrames.Outsourcing connector 10 can vertically connect adjacent flute profile module 1, and can regulate the distance between flute profile module 1 end, the demand of different size shear wall formwork when satisfying construction.The connector of outsourcing simultaneously 10 can also outer wrap in connection strap 8 places on the flute profile module, and when preventing concreting, concrete flows out from connection strap 8, plays the effect of filling block.
Fig. 6 is two flute profile modules, 1 vertical syndeton schematic diagrames, and the base plate hole 5 of top flute profile module 1 is corresponding with the top board hole 5 of bottom flute profile module 1, is connected by hole 5 by bolt 2 or latch between the two flute profile modules 1 up and down.
Feature of the present utility model also is between the described shear wall formwork for building by horizontal steel tie 13 or horizontal drawknot bolt 14 drawknots, laterally steel tie 13 or laterally on the drawknot bolt 14 abutment sleeve 11 is arranged.Fig. 7, Fig. 8 are two flute profile modules, 1 horizontal drawknot schematic diagrames, and 11 is abutment sleeve, and 13 is horizontal steel tie, and 14 is horizontal drawknot bolt.During the drawknot shear wall formwork, abutment sleeve can guarantee that shear wall formwork can not tilt under the effect of horizontal steel tie 13 or horizontal drawknot bolt 14 between shear wall formwork; When the dismounting shear wall formwork,, can remove horizontal steel tie 13 or horizontal drawknot bolt 14 at an easy rate simultaneously because horizontal steel tie 13 or horizontal drawknot bolt 14 do not have bonding with concrete.
Feature of the present utility model also is on the described connection strap keeper 9 hole 12 is arranged.
Feature of the present utility model is that also described flute profile module 1, connection strap 8, outsourcing connector 10, abutment sleeve 11 adopt hard material to be made.
Fig. 9 is a form removal bolt scheme of installation, on the side plate 6 of flute profile module 1 hole 7 is arranged, can be used for installing form removal bolt 15, side plate 6 outer walls of the shank of bolt end of form removal bolt 15 and flute profile module 1 at grade, during concreting, concrete can not flow out from hole.When removing shear wall formwork, turn form removal bolt 15, under the effect of bolt force, shear wall formwork can separate with walls concrete easily, the whole shear wall formwork of convenient dismounting.
The purpose of this utility model is achieved like this, a kind of shear wall formwork for building, and this shear wall formwork for building comprises flute profile module 1, bolt 2 or latch or screw thread.When the assembly unit shear wall formwork, make the base plate hole 5 of top flute profile module 1 corresponding about in the of 5 with the top board hole of bottom flute profile module 1, bolt 2 or latch are passed hole 5, connect two flute profile modules 1 up and down; With horizontal steel tie 13 or laterally drawknot bolt 14 pass hole 7 on the flute profile module side plate 6, drawknot shear wall formwork.By the assembled shear wall formwork for building of flute profile module 1 as shown in Figure 10.
Claims (8)
1. shear wall formwork for building, this shear wall formwork for building comprises flute profile module (1), bolt (2) or latch or screw thread, it is characterized in that: on the top board (3) of flute profile module for building (1), the base plate (4) hole (5) is arranged, hole (7) is arranged on the side plate (6).
2. shear wall formwork for building according to claim 1 is characterized in that: shear wall formwork 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 flute profile module (1).
3. shear wall formwork for building according to claim 1 is characterized in that: the connection strap (8) by adjustable length between two flute profile modules (1) vertically connects.
4. shear wall formwork for building according to claim 1 is characterized in that: there is connection strap keeper (9) flute profile module for building (1) end.
5. shear wall formwork for building according to claim 1 is characterized in that: there is outsourcing connector (10) flute profile module for building (1) outside.
6. shear wall formwork for building according to claim 1, it is characterized in that: by horizontal steel tie (13) or horizontal drawknot bolt (14) drawknot, laterally on steel tie (13) or the horizontal drawknot bolt (14) abutment sleeve (11) is arranged between the described shear wall formwork for building.
7. shear wall formwork for building according to claim 4 is characterized in that: hole (12) is arranged on the described connection strap keeper (9).
8. according to claim 1 or 3 or 5 or 6 described shear wall formworks for building, it is characterized in that: described flute profile module (1), connection strap (8), outsourcing connector (10), abutment sleeve (11) adopt hard material to be made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201684547U CN201786019U (en) | 2010-04-23 | 2010-04-23 | Building shear wall template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201684547U CN201786019U (en) | 2010-04-23 | 2010-04-23 | Building shear wall template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201786019U true CN201786019U (en) | 2011-04-06 |
Family
ID=43817989
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201684547U Expired - Fee Related CN201786019U (en) | 2010-04-23 | 2010-04-23 | Building shear wall template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201786019U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115387511A (en) * | 2022-08-23 | 2022-11-25 | 中国矿业大学 | Quickly-assembled multi-cavity concrete filled steel tube shear wall |
-
2010
- 2010-04-23 CN CN2010201684547U patent/CN201786019U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115387511A (en) * | 2022-08-23 | 2022-11-25 | 中国矿业大学 | Quickly-assembled multi-cavity concrete filled steel tube shear wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110406 Termination date: 20180423 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |