CN102199946A - Constructional shear wall template - Google Patents
Constructional shear wall template Download PDFInfo
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- CN102199946A CN102199946A CN 201010153645 CN201010153645A CN102199946A CN 102199946 A CN102199946 A CN 102199946A CN 201010153645 CN201010153645 CN 201010153645 CN 201010153645 A CN201010153645 A CN 201010153645A CN 102199946 A CN102199946 A CN 102199946A
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- shear wall
- flute profile
- building
- wall formwork
- profile module
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Abstract
The invention discloses a constructional shear wall template. The constructional shear wall template comprises groove-shaped modules (1) and fasteners such as bolts (2) or inserted pins or screw threads or the like. The ends of the constructional groove-shaped modules (1) are provided with connecting strip positioning pieces (3). The constructional groove-shaped module (1) consists of a top plate (4), a bottom plate (5) and side plates (7); the top plate (4) and the bottom plate (5) of the groove-shaped module (1) are provided with holes (6); and the side plates (7) are provided with holes (8). When the shear wall template is assembled, the bottom plate hole (6) of the upper module (1) corresponds to the top plate hole (6) of the lower module (1), and the fasteners such as the bolts (2) or the inserted pins or the screw threads or the like pass through the holes (6) to connect the upper and lower modules (1) so as to form a side template; and two side templates are tensioned by using transverse tensioning steel bars (13) or transverse tensioning bolts (14) to form the integral shear wall template. The groove-shaped modules (1) are connected by using connecting strips (9) through the connecting strip positioning pieces (3), so that the groove-shaped modules (1) can be effectively positioned. The constructional shear wall template has high rigidity, high bearing capacity, long service life and simplicity in constructional process.
Description
Technical field:
The present invention relates to the realm of building construction, specifically refer 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 object of the present invention 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 object of the present invention is achieved like this, a kind of shear wall formwork for building, this shear wall formwork for building comprises flute profile module, bolt or securing members such as latch or screw thread.The invention is characterized in: flute profile module ends for building has the connection strap keeper.When vertically connecting two flute profile modules, connection strap is inserted between connection strap keeper and the flute profile module side plate, and, be connected and fixed with connection strap with the hole on securing members such as bolt or the latch insertion connection strap keeper 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 invention is that also shear wall formwork for building is assembled by two or more than two flute profile module connected to one another, connects by securing members such as bolt or latch or screw threads between the flute profile module.Described flute profile module is made up of top board, base plate and side plate, when the assembly unit shear wall formwork, make the base plate hole of top flute profile module corresponding up and down with the top board hole of bottom flute profile module, securing members such as bolt or latch or screw thread are passed hole, connect two flute profile modules up and down, form side template.
Feature of the present invention also is on the top board, base plate of flute profile module for building hole is arranged, and 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 securing members such as bolt or latches 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, and the drawknot side template forms whole 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 invention also is between two flute profile modules vertically to be connected by the connection strap of adjustable length.
Feature of the present invention also be the connection strap keeper of flute profile module ends for building be in separated keeper.In separated up and down two keepers that have been divided into, on two keepers hole is arranged all.
Feature of the present invention 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, and 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 invention also is between described shear wall for building two side templates by horizontal steel tie or horizontal drawknot bolt drawknot, laterally steel tie or laterally on the drawknot bolt abutment sleeve is arranged.During drawknot two side templates, abutment sleeve can guarantee that two side templates can not tilt under the effect of horizontal steel tie or horizontal drawknot bolt between two side templates; 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 invention also is on the described connection strap keeper hole is arranged.
Feature of the present invention 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 4 is top board, and 5 is base plate, and 6 is the hole on top board, the base plate, and 7 is side plate, and 8 is the hole on the side plate.
Fig. 2 is two flute profile modules, 1 vertical syndeton schematic diagrames, and 2 is bolt, and 3 is the connection strap keeper, and 9 is connection strap, 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, and 11 is abutment sleeve, and 13 is horizontal steel tie.
Fig. 8 is two flute profile modules, 1 horizontal another embodiment of drawknot, and 14 is horizontal drawknot bolt.
Fig. 9 is a form removal bolt scheme of installation, and 15 are the form removal bolt.
Figure 10 is the shear wall formwork structural representation.
The specific embodiment:
The invention will be further described below in conjunction with accompanying drawing.
The present invention shown in 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 securing members such as latch or screw thread.The invention is characterized in: there is connection strap keeper 3 flute profile module for building 1 end.
Feature of the present invention is that also shear wall formwork for building is assembled by two or more than two flute profile module connected to one another 1, connects by securing members such as bolt 2 or latch or screw threads between the flute profile module 1.
Feature of the present invention is that also the top board 4 of flute profile module 1 for building, base plate 5 have hole 6, have hole 8 on the side plate 7.
Fig. 1 is flute profile module 1 structural representation of the present invention, and 1 is the flute profile module, and 4 is top board, and 5 is base plate, and it is side plate that hole 6,7 is arranged on top board, the base plate, and hole 8 is arranged on the side plate.In other accompanying drawings, to number identically, its explanation is identical.
Feature of the present invention also is between two flute profile modules 1 vertically to be connected by the connection strap 9 of adjustable length.
Fig. 2 is two flute profile modules, 1 vertical syndeton schematic diagrames, and 2 is bolt, and 3 is the connection strap keeper, and 9 is connection strap, and 12 is the hole on the connection strap keeper.When vertically connecting two flute profile modules 1, connection strap 9 is inserted between connection strap keeper 3 and the flute profile module side plate 7, and, be connected and fixed with connection strap 9 with the hole 12 on securing members such as bolt 2 or the latch insertion connection strap keeper 3 with connection strap 9.The length of connection strap 9 adjustable slot shape modules 1, the demand of different size shear wall formwork when satisfying construction.
Feature of the present invention also be the connection strap keeper 3 of flute profile module for building 1 end be in separated keeper.In separated up and down two keepers that have been divided into, on two keepers hole 12 is arranged all.Fig. 3 is that two flute profile modules 1 vertically connect another embodiment, and two keepers 3 all are connected with connection strap 9 by bolt 2 securing members such as grade at hole 12 places up and down.
Feature of the present invention is that also there is outsourcing connector 10 flute profile module for building 1 outside, and Fig. 4, Fig. 5 are two flute profile modules, 1 vertical syndeton schematic diagrames, and 10 are the outsourcing connector.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 9 places on the flute profile module 1, and when preventing concreting, concrete flows out from connection strap 9, plays the effect of filling block.
Fig. 6 is two flute profile modules, 1 vertical connection diagrams, and the base plate hole 6 of top flute profile module 1 is corresponding with the top board hole 6 of bottom flute profile module 1, is connected by hole 6 by securing members such as bolt 2 or latches between the two flute profile modules 1 up and down.
Feature of the present invention also is between described shear wall for building two side templates 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 drawknot two side templates, abutment sleeve can guarantee that two side templates can not tilt under the effect of horizontal steel tie 13 or horizontal drawknot bolt 14 between two side templates; 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 invention also is on the described connection strap keeper 3 hole 12 is arranged.
Feature of the present invention is that also described flute profile module 1, connection strap 9, 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 7 of flute profile module 1 hole 8 is arranged, can be used for installing form removal bolt 15, side plate 7 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 present invention seeks to realize like this, a kind of shear wall formwork for building, this shear wall formwork for building comprises flute profile module 1, bolt 2 or securing members such as latch or screw thread.When the assembly unit shear wall formwork, make the base plate hole 6 of upper module 1 corresponding about in the of 6 with the top board hole of lower module 1, securing members such as bolt 2 or latch are passed hole 6, connect two flute profile modules 1 up and down, form side template; With horizontal steel tie 13 or laterally drawknot bolt 14 pass hole 8 on the flute profile module side plate 7, the drawknot side template forms whole shear wall formwork.By the assembled shear wall formwork for building of flute profile module 1 as shown in Figure 10.
Claims (9)
1. shear wall formwork for building, this shear wall formwork for building comprises flute profile module (1), bolt (2) or securing members such as latch or screw thread.The invention is characterized in: there is connection strap keeper (3) flute profile module for building (1) end.
2. shear wall formwork for building according to claim 1, it 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), connects by securing members such as bolt (2) or latch or screw threads between the flute profile module (1).
3. shear wall formwork for building according to claim 1 is characterized in that: on the top board (4) of flute profile module for building (1), the base plate (5) hole (6) is arranged, hole (8) is arranged on the side plate (7).
4. shear wall formwork for building according to claim 1 is characterized in that: the connection strap (9) by adjustable length between two flute profile modules (1) vertically connects.
5. shear wall formwork for building according to claim 1 is characterized in that: the connection strap keeper (3) of flute profile module for building (1) end be in separated keeper.
6. 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.
7. 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 described shear wall two side templates for building.
8. according to claim 1,4 described shear wall formworks for building, it is characterized in that: hole (12) is arranged on the described connection strap keeper (3).
9. shear wall formwork for building according to claim 1 is characterized in that: described flute profile module (1), connection strap (9), outsourcing connector (10), abutment sleeve (11) adopt hard material to be made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010153645 CN102199946A (en) | 2010-04-23 | 2010-04-23 | Constructional shear wall template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010153645 CN102199946A (en) | 2010-04-23 | 2010-04-23 | Constructional shear wall template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102199946A true CN102199946A (en) | 2011-09-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010153645 Pending CN102199946A (en) | 2010-04-23 | 2010-04-23 | Constructional shear wall template |
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| Country | Link |
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| CN (1) | CN102199946A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106995A (en) * | 2019-05-25 | 2019-08-09 | 杜书影 | A kind of assembled architecture wall |
| CN113027119A (en) * | 2021-03-30 | 2021-06-25 | 杨元东 | Building template construction wall and |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1067088A (en) * | 1991-05-18 | 1992-12-16 | 帕歇工厂麦尔·G·有限公司 | The template that is used for surfaces varying in curvature |
| CN2150278Y (en) * | 1993-03-18 | 1993-12-22 | 阎明祥 | Shuttering made according to construction modulus |
| US5863453A (en) * | 1994-12-30 | 1999-01-26 | Hardin; James W. | Form connector |
| CN201056834Y (en) * | 2007-02-08 | 2008-05-07 | 吴书圣 | WH type composite building form plate |
| CN101280625A (en) * | 2008-05-30 | 2008-10-08 | 北京中建柏利工程技术发展有限公司 | Non-welding assembly shuttering system |
| CN201704946U (en) * | 2010-04-23 | 2011-01-12 | 吴方伯 | Shear wall formwork for building |
| CN201786018U (en) * | 2010-04-23 | 2011-04-06 | 吴方伯 | Shearing wall template for buildings |
-
2010
- 2010-04-23 CN CN 201010153645 patent/CN102199946A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1067088A (en) * | 1991-05-18 | 1992-12-16 | 帕歇工厂麦尔·G·有限公司 | The template that is used for surfaces varying in curvature |
| CN2150278Y (en) * | 1993-03-18 | 1993-12-22 | 阎明祥 | Shuttering made according to construction modulus |
| US5863453A (en) * | 1994-12-30 | 1999-01-26 | Hardin; James W. | Form connector |
| CN201056834Y (en) * | 2007-02-08 | 2008-05-07 | 吴书圣 | WH type composite building form plate |
| CN101280625A (en) * | 2008-05-30 | 2008-10-08 | 北京中建柏利工程技术发展有限公司 | Non-welding assembly shuttering system |
| CN201704946U (en) * | 2010-04-23 | 2011-01-12 | 吴方伯 | Shear wall formwork for building |
| CN201786018U (en) * | 2010-04-23 | 2011-04-06 | 吴方伯 | Shearing wall template for buildings |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106995A (en) * | 2019-05-25 | 2019-08-09 | 杜书影 | A kind of assembled architecture wall |
| CN113027119A (en) * | 2021-03-30 | 2021-06-25 | 杨元东 | Building template construction wall and |
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Application publication date: 20110928 |