CN102261181A - Shear wall formworks for buildings - Google Patents
Shear wall formworks for buildings Download PDFInfo
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- CN102261181A CN102261181A CN 201110099230 CN201110099230A CN102261181A CN 102261181 A CN102261181 A CN 102261181A CN 201110099230 CN201110099230 CN 201110099230 CN 201110099230 A CN201110099230 A CN 201110099230A CN 102261181 A CN102261181 A CN 102261181A
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- shear wall
- flute profile
- profile module
- wall formwork
- hole
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Abstract
The invention discloses shear wall formworks for buildings. Each shear wall formwork comprises groove shaped modules (1) and bolts (2) or inserted pins, wherein the groove shaped modules (1) comprise top plates (3), bottom plates (4) and side plates (6); the top plates (3) and the bottom plates (4) of the groove shaped modules (1) are provided with holes (5); the holes on the bottom plates (4) of the upper groove shaped module (1) of the shear wall formwork correspond to the holes (5) on the top plates (3) of the lower groove shaped module (1); the bolts (2) or inserted pins run through the holes (5) to connect the upper and the lower groove shaped modules (1); the plurality of groove shaped modules (1) are connected with each other to assemble the shear wall formworks; and the shear wall formworks at the two sides are tied by transverse steel tie bars (13) or transverse tie bolts (14) to form the integral shear wall formwork. When the shear wall formworks are assembled, the groove shaped modules (1) are easy to position by utilizing the bolts (2) or inserted pins, and the integral shear wall formwork is convenient and fast to assemble, has high rigidity and bearing capability and is simple to remove.
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 eighties of last century, China's architectural structure system has had very great development.Highrise building and super highrise building are built in a large number, these modern building systems, and 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.
In the existing building form, traditional wooden form expends a large amount of forest reserves in producing use, and 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.Therefore, researching and developing a kind of novel building form is the task of top priority.
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, recovery utilization rate is high, can adopt mechanization production and 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 shear wall formwork for building, comprise flute profile module, bolt or latch, the flute profile module comprises top board, base plate and side plate, shear wall formwork for building is assembled by bolt or latch by polylith flute profile module connected to one another, on the top board of flute profile module, the base plate hole is arranged, the hole on the base plate of the top flute profile module of shear wall formwork is corresponding with hole on the top board of bottom flute profile module.The flute profile module is vertically put, make the hole on the top board of hole and bottom flute profile module on the base plate of top flute profile module corresponding mutually, pass hole, connect flute profile module up and down with bolt or latch, polylith flute profile module is connected to each other, and is assembled into shear wall formwork.But flute profile module mechanization production, size can change according to the construction needs, and the size of the shear wall formwork that is assembled into also can change by the piece number of regulating flute profile module size and flute profile module, and this shear wall formwork flexibility is very strong.
On the side plate of described flute profile module hole is arranged, the form removal bolt is installed in the hole.The shank of bolt end of form removal bolt and the side plate outer wall of flute profile module at grade, during concreting, the form removal bolt has been blocked the hole on the side plate, 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.
By horizontal steel tie or horizontal drawknot bolt drawknot, laterally on steel tie or the horizontal drawknot bolt abutment sleeve is arranged between the described shear wall formwork for building.On the side plate of flute profile module hole is arranged, hole on the side plate both can be installed the form removal bolt, horizontal steel tie or horizontal drawknot bolt can also be installed, laterally steel tie or horizontal drawknot bolt pass the hole on the flute profile module side plate, drawknot both sides shear wall formwork, thus whole shear wall formwork formed.Abutment sleeve encases horizontal steel tie or horizontal drawknot bolt outward, both can guarantee that shear wall formwork can not tilt, also can guarantee horizontal steel tie or laterally the drawknot bolt not with concrete binding, like this, when removing shear wall formwork, can remove horizontal steel tie or horizontal drawknot bolt easily.
The flute profile module is vertically connected by connection strap, the flute profile module ends has the connection strap keeper, connection strap is inserted between connection strap keeper and the flute profile module side plate, vertically connect two flute profile modules, and with the hole on bolt or the latch insertion connection strap keeper, be connected with connection strap, connection strap and flute profile module are fixed.Connection strap can be regulated the distance between the two flute profile module ends, thereby regulates the longitudinal size of shear wall formwork.At the connection strap place outsourcing connector can also be set, during concreting, the outsourcing connector can prevent that concrete from flowing out from connection strap, plays the effect of filling block.
Flute profile module, connection strap, abutment sleeve all are to be made by hard materials such as steel, aluminium alloyss, make that the whole shear wall formwork rigidity be assembled into is big, bearing capacity is high, not yielding.
Description of drawings:
In the following drawings, 1 is the flute profile module, and 2 is bolt, 3 is the top board of flute profile module 1,4 be flute profile module 1 base plate, 5 is the hole on top board 3, the base plate 4,6 is the side plate of flute profile module 1, and 7 is the hole on the side plate 6, and 8 is connection strap, 9 is the connection strap keeper, and 10 are the outsourcing connector, and 11 is abutment sleeve, 12 is the hole on the connection strap keeper, 13 is horizontal steel tie, and 14 is horizontal drawknot bolt, and 15 are the form removal bolt.
Fig. 1 is flute profile module 1 structural representation
Fig. 2 is flute profile module 1 a vertical assembly unit schematic diagram
Fig. 3 is form removal bolt 15 scheme of installations
Fig. 4 is two flute profile modules, 1 vertical syndeton schematic diagrames
Fig. 5 is that two flute profile modules 1 vertically connect another embodiment
Fig. 6 is that two flute profile modules 1 vertically connect another embodiment
Fig. 7 is two flute profile modules, 1 horizontal drawknot schematic diagrames
Fig. 8 is two flute profile moulds, 1 horizontal another embodiment of drawknot
Fig. 9 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 is shown in accompanying drawing 1～9, a kind of shear wall formwork for building, comprise flute profile module 1, bolt 2 or latch, flute profile module 1 comprises top board 3, base plate 4 and side plate 6, shear wall formwork for building is assembled by bolt 2 or latch by polylith flute profile module 1 connected to one another, on the top board 3 of flute profile module 1, the base plate 4 hole 5 is arranged, the hole 5 on the base plate 4 of the top flute profile module 1 of shear wall formwork is corresponding with hole 5 on the top board 3 of bottom flute profile module 1.Flute profile module 1 is vertically put, make the hole 5 on the top board 3 of hole 5 and bottom flute profile module 1 on the base plate 4 of top flute profile module 1 corresponding mutually, pass hole 5 with bolt 2 or latch, flute profile module 1 about the connection, polylith flute profile module 1 is connected to each other, and is assembled into shear wall formwork.Fig. 1 is flute profile module 1 structural representation, among the figure, on the top board 3 of flute profile module 1, the base plate 4 hole 5 is arranged, and hole 7 is arranged on the side plate 6; Fig. 2 is flute profile module 1 a vertical assembly unit schematic diagram, and among the figure, the hole 5 on the top board 3 of the hole 5 on the base plate 4 of top flute profile module 1 and bottom flute profile module 1 is corresponding.
On the side plate 6 of described flute profile module 1 hole 7 is arranged, form removal bolt 15 is installed in the hole 7.Fig. 3 is form removal bolt 15 scheme of installations, 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, form removal bolt 15 has been blocked on the side plate 6 hole 7, concrete can not flow out from hole.
By horizontal steel tie 13 or horizontal drawknot bolt 14 drawknots, laterally on steel tie 13 or the horizontal drawknot bolt 14 abutment sleeve 11 is arranged between the described shear wall formwork for building.Fig. 4 is two flute profile modules, 1 horizontal drawknot schematic diagrames, Fig. 5 is two flute profile moulds, 1 horizontal another embodiment of drawknot, hole 7 on the side plate 6 of flute profile module 1 can be installed horizontal steel tie 13 or horizontal drawknot bolt 14, laterally steel tie 13 or horizontal drawknot bolt 14 pass the hole 7 on flute profile module 1 side plate 6, drawknot two flute profile modules 1, abutment sleeve 11 outer horizontal steel tie 13 or the horizontal drawknot bolts 14 of encasing, both can guarantee that shear wall formwork can not tilt, also can guarantee horizontal steel tie 13 or laterally drawknot bolt 14 not with concrete binding.
Fig. 6 is two flute profile modules, 1 vertical syndeton schematic diagrames, Fig. 7 is that two flute profile modules 1 vertically connect another embodiment, flute profile module 1 is vertically connected by connection strap 8, there is connection strap keeper 9 flute profile module 1 end, connection strap 8 is inserted between connection strap keeper 9 and the flute profile module side plate 6, vertically connect two flute profile modules 1, and with the hole 12 on bolt 2 or the latch insertion connection strap keeper 9, be connected with connection strap 8, connection strap 8 and flute profile module 1 are fixed; Fig. 8 is that two flute profile modules vertically connect another embodiment, and 8 places can also be provided with outsourcing connector 10 at connection strap, and during concreting, outsourcing connector 10 can prevent that concrete from flowing out from connection strap 8, plays the effect of filling block.
The present invention seeks to realize like this, a kind of shear wall formwork for building, comprise flute profile module 1, bolt 2 or latch, flute profile module 1 comprises top board 3, base plate 4 and side plate 6, flute profile module 1 is vertically put, make the hole 5 on the top board 3 of hole 5 and bottom flute profile module 1 on the base plate 4 of top flute profile module 1 corresponding mutually, pass hole 5 with bolt 2 or latch, connect flute profile module 1 up and down, connection strap 8 by adjustable length between vertical flute profile module 1 vertically connects by connection strap keeper 9, polylith flute profile module 1 is connected to each other, be assembled into shear wall formwork, with horizontal steel tie 13 or horizontal drawknot bolt 14 drawknots, form whole shear wall formwork between the shear wall formwork of both sides.Fig. 9 is the shear wall formwork structural representation.
Claims (3)
1. shear wall formwork for building, comprise flute profile module (1), bolt (2) or latch, flute profile module (1) comprises top board (3), base plate (4) and side plate (6), shear wall formwork for building is assembled by bolt (2) or latch by polylith flute profile module connected to one another (1), it is characterized in that: on the top board (3) of flute profile module (1), the base plate (4) hole (5) is arranged, the hole (5) on the base plate (4) of the top flute profile module (1) of shear wall formwork is corresponding with hole (5) on the top board (3) of bottom flute profile module (1).
2. shear wall formwork for building according to claim 1 is characterized in that: on the side plate (6) of described flute profile module (1) hole (7) is arranged, form removal bolt (15) is installed in the hole (7).
3. 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110099230 CN102261181A (en) | 2010-04-23 | 2011-04-20 | Shear wall formworks for buildings |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010153838.6 | 2010-04-23 | ||
| CN201010153838 | 2010-04-23 | ||
| CN 201110099230 CN102261181A (en) | 2010-04-23 | 2011-04-20 | Shear wall formworks for buildings |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102261181A true CN102261181A (en) | 2011-11-30 |
Family
ID=45007996
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110099230 Pending CN102261181A (en) | 2010-04-23 | 2011-04-20 | Shear wall formworks for buildings |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102261181A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235919A (en) * | 2021-05-31 | 2021-08-10 | 江苏永创建设有限公司 | Adjustable through-floor sleeve fixing frame and installation method of through-floor sleeve |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DD148364A1 (en) * | 1979-12-28 | 1981-05-20 | Georg Bauschke | FORMING FOR THE PRODUCTION OF CONSTRUCTION CONSTRUCTIONS IN ORTBETON |
| CN1127831A (en) * | 1995-01-27 | 1996-07-31 | 李文元 | Building form |
| CN1156781A (en) * | 1996-02-08 | 1997-08-13 | 李文元 | Holey face-plate of building shuttering |
| JP2001271491A (en) * | 2000-03-23 | 2001-10-05 | Buiaaku Corporation Kk | Fastener for concrete form |
-
2011
- 2011-04-20 CN CN 201110099230 patent/CN102261181A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DD148364A1 (en) * | 1979-12-28 | 1981-05-20 | Georg Bauschke | FORMING FOR THE PRODUCTION OF CONSTRUCTION CONSTRUCTIONS IN ORTBETON |
| CN1127831A (en) * | 1995-01-27 | 1996-07-31 | 李文元 | Building form |
| CN1156781A (en) * | 1996-02-08 | 1997-08-13 | 李文元 | Holey face-plate of building shuttering |
| JP2001271491A (en) * | 2000-03-23 | 2001-10-05 | Buiaaku Corporation Kk | Fastener for concrete form |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235919A (en) * | 2021-05-31 | 2021-08-10 | 江苏永创建设有限公司 | Adjustable through-floor sleeve fixing frame and installation method of through-floor sleeve |
| CN113235919B (en) * | 2021-05-31 | 2022-05-17 | 江苏永创建设有限公司 | Adjustable through-floor sleeve fixing frame and installation method of through-floor sleeve |
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| C06 | Publication | ||
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Application publication date: 20111130 |