CN201730316U - Floor slab template for buildings - Google Patents
Floor slab template for buildings Download PDFInfo
- Publication number
- CN201730316U CN201730316U CN2010201685145U CN201020168514U CN201730316U CN 201730316 U CN201730316 U CN 201730316U CN 2010201685145 U CN2010201685145 U CN 2010201685145U CN 201020168514 U CN201020168514 U CN 201020168514U CN 201730316 U CN201730316 U CN 201730316U
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- CN
- China
- Prior art keywords
- flute profile
- profile module
- template
- connection strap
- floor slab
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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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- 239000000463 material Substances 0.000 claims abstract description 10
- 238000010276 construction Methods 0.000 abstract description 14
- 238000003780 insertion Methods 0.000 abstract description 5
- 230000037431 insertion Effects 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 238000011084 recovery Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 1
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Abstract
The utility model discloses a floor slab template for buildings, which comprises groove-shaped modules (1), a support beam (11), a screw bolt (2) or an insertion pin or screw threads. The floor slab template for the buildings is formed by two or more than two mutually connected groove-shaped modules (1) through split joint, the groove-shaped modules are connected through the screw bolt (2) or the insertion pin or the screw threads. Each groove-shaped module (1) consists of a top plate (3) and two side plates (4), and holes (5) are arranged on the side plates (4). During the split joint of the floor slab template, a plurality of groove-shaped modules (1) are regularly arranged on the support beam (11), and because the holes (5) are arranged on the side plates (4) of the groove-shaped module (1), the screw bolt (2) or the insertion pin or the screw threads pass through the holes (5) for connecting two adjacent groove-shaped modules (1) to form the floor slab template for the whole building. The floor slab template for the buildings can be flexibly arranged according to the size of the floor slab, has light weight and convenient dismounting and installation, can realize mechanized production, is convenient to control the construction quality, and improves the construction efficiency. The slab materials can adopt hard materials, and the utility model has the advantages of high rigidity, high bearing capacity and good integral performance.
Description
Technical field:
The utility model relates to the realm of building construction, specifically refers to a kind of slab form 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 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 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 whole big the production and construction of mechanization, 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 utility model purpose is achieved like this, a kind of slab form for building, and this slab form for building comprises flute profile module, brace summer, bolt or latch or screw thread.Of the present utility model being characterised in that: slab form 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.Wherein, the flute profile module is made up of top board, biside plate.When floor spiced template, with some flute profile modules marshalling on brace summer,, bolt or latch or screw thread are passed hole owing on the side plate of flute profile module hole is arranged, connect two adjacent flute profile modules, form the monolithic architecture slab form.
Feature of the present utility model also is to form on the side plate of flute profile module of this template hole.When floor spiced template, owing on the side plate of flute profile module hole is arranged, it is continuous in twos that hole can make adjacent flute profile module pass through bolt or latch or screw thread, forms the monolithic architecture slab form.Operation is convenient in such connection, can improve the resistance to overturning of slab form.
Feature of the present utility model also is to form on the top board of flute profile module of this template the form removal bolt hole.During floor spiced template, in the form removal bolt hole of form removal bolt on flute profile module top board, and the top board outer wall of the end of form removal shank of bolt and flute profile module at grade, in case when watering build floor, concrete flows out from the form removal bolt hole.During stripping, the form removal bolt that is fixed on the form removal bolt hole is screwed onto outside the top board, flute profile module top board is separated with the concrete of building, reach the purpose of quick form removal.
Feature of the present utility model also is to form on the flute profile module of this template the connection strap keeper, on the connection strap keeper hole is arranged.
Feature of the present utility model also is to form between the flute profile module of this template and can be vertically connected by the connection strap keeper by the connection strap of adjustable length, on the connection strap keeper hole is arranged.When connecting the flute profile module with connection strap, connection strap inserts between connection strap keeper and the flute profile module top board, and the hole with on bolt or latch or the screw thread insertion connection strap keeper tights a bolt or latch or screw thread fixedly connected.Connection strap adjustable slot shape block length is to satisfy the demand of different size slab form.
Feature of the present utility model is that also filling block is arranged on the connection strap, and its effect is to fill because two flute profile modules are when vertically being linked to each other by connection strap, and connection strap is fixed on the top board bottom and breach between the top board of the two flute profile modules that produce.
Feature of the present utility model is that also the section form of brace summer can be flute profile, rectangle, I-shaped, T shape.Brace summer adopts different section forms, with the needs at convenient construction scene, and can satisfy the requirement of slab form for bearing capacity.
Flute profile module, connection strap, filling block that feature of the present utility model also is to form this template adopt hard material to be made.Flute profile module, connection strap, the filling block made by the steel hard material are being assembled into monolithic architecture when using slab form, and rigidity is big, bearing capacity height, and the vibrations load that produces can resist concreting preferably the time.
Description of drawings:
Fig. 1 is the structural representation of flute profile module 1, and 3 is top board, and 4 is side plate, and 5 is the hole of side plate 4, and 6 are the form removal bolt hole.
Fig. 2 is flute profile module 1 an interconnective structural representation, and 2 is bolt.
Fig. 3 is the scheme of installation of form removal bolt 7, and 7 are the form removal bolt.
Fig. 4 is two flute profile modules, 1 vertical connection diagrams, and 8 is connection strap, and 9 is the connection strap keeper, and 12 is the hole on the connection strap keeper 9.
Fig. 5 is that two flute profile modules 1 vertically connect another embodiment.
Fig. 6 is the connection diagram that flute profile module 1 is assembled into integral mold plate, and 10 is filling block, and 11 is brace summer.
Fig. 7 is assembled into the structural representation of integral mold plate for flute profile module 1.
Fig. 8 is the elevation of Fig. 7.
Fig. 9 is the left view of Fig. 7.
The specific embodiment:
The utility model as shown in drawings, a kind of slab form for building, this slab form for building comprises flute profile module 1, brace summer 11, bolt 2 or latch or screw thread.Of the present utility model being characterised in that: slab form 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.
Fig. 1 is the structural representation of flute profile module 1.As shown in Figure 1, flute profile module 1 is made up of top board 3, biside plate 4, and 3 is top board, and 4 is side plate, and 5 is the hole on the side plate 4, and 6 are the form removal bolt hole.In other accompanying drawings, to number identically, its explanation is identical.
Feature of the present utility model also is to form on the side plate 4 of flute profile module 1 of this template hole 5.Fig. 2 is flute profile module 1 an interconnective structural representation, and 2 is bolt, and 5 is the hole on the side plate 4.As shown in Figure 2, when floor spiced template, owing on the side plate 4 of flute profile module 1 hole 5 is arranged, it is continuous in twos that hole 5 can make adjacent flute profile module 1 pass through bolt 2 or latch or screw thread, forms the monolithic architecture slab form.Operation is convenient in such connection, can improve the resistance to overturning of slab form.
Feature of the present utility model also is to form on the top board 3 of flute profile module 1 of this template form removal bolt hole 6.Fig. 3 is the scheme of installation of form removal bolt 7, and 7 are the form removal bolt.During floor spiced template, form removal bolt 7 is fixed in the form removal bolt hole 6 on the top board 3 of flute profile module 1, and the outer wall of the top board 3 of the rod end of form removal bolt 7 and flute profile module 1 at grade, in case when watering build floor, concrete flows out from form removal bolt hole 6.During stripping, the form removal bolt 7 that is fixed on the form removal bolt hole 6 is screwed onto outside the top board 3, the top board 3 of flute profile module 1 is separated with the concrete of building, reach the purpose of quick form removal.
Feature of the present utility model also is to form on the flute profile module 1 of this template connection strap keeper 9, and hole 12 is arranged on the connection strap keeper 9.When Fig. 4 is 1 inversion of flute profile module, two flute profile modules, 1 vertical connection diagram, 8 is connection strap, and 9 is the connection strap keeper, and 12 is the hole on the connection strap keeper 9.
The connection strap 8 that feature of the present utility model also is to form between the flute profile module 1 of this template by adjustable length vertically connects by connection strap keeper 9.When Fig. 5 was 1 inversion of flute profile module, two flute profile modules 1 vertically connected another embodiment.Shown in Fig. 4,5, hole 12 is arranged on the connection strap keeper 9, when connecting flute profile module 1 with connection strap 8, connection strap 8 inserts between the top board 3 of connection strap keeper 9 and flute profile module 1, with the hole 12 on bolt 2 or latch or the screw thread insertion connection strap keeper 9, tight a bolt 2 or latch or screw thread, fixedly connected 8.Connection strap 8 adjustable slot shape block length are to satisfy the demand of different size slab form.
Feature of the present utility model is that also filling block 10 is arranged on the connection strap 8.Fig. 6 is the connection diagram that flute profile module 1 is assembled into integral mold plate, and 10 is filling block, and 11 is brace summer.The effect of filling block 10 is to fill because two flute profile modules 1 are when vertically being linked to each other by connection strap 8, and connection strap 8 is fixed on top board 3 bottoms and breach between the top board 3 of the two flute profile modules 1 that produce.
Feature of the present utility model is that also the section form of brace summer 11 can be flute profile, rectangle, I-shaped, T shape.Brace summer adopts different section forms, with the needs at convenient construction scene, and can satisfy the requirement of slab form for bearing capacity.
Fig. 7 is assembled into the structural representation of integral mold plate for flute profile module 1.Fig. 8 is the elevation of Fig. 7.Fig. 9 is the left view of Fig. 7.Shown in Fig. 7,8,9, for utilizing above-mentioned slab form for building, work progress of the present utility model is as follows: flute profile module 1 is made up of top board 3 and biside plate 4, and hole 5 is arranged on the side plate 4, but erection bolt 2 or latch or screw thread on the hole 5.When floor spiced template, with some flute profile modules 1 marshalling on brace summer 11,, bolt 2 or latch or screw thread are passed hole 5 owing on the side plate 4 of flute profile module 1 hole 5 is arranged, connect two adjacent flute profile modules 1, form the monolithic architecture slab form.
This slab form easy accessibility for building can carry out mechanization production, is convenient to control construction quality, improves efficiency of construction; Sheet material can be taked hard material, and rigidity is big, the bearing capacity height, and overall performance is good.
Claims (8)
1. slab form for building, this slab form for building comprises flute profile module (1), brace summer (11), bolt (2) or latch or screw thread, it is characterized in that: slab form 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).
2. slab form for building according to claim 1 is characterized in that: forming on the side plate (4) of flute profile module (1) of this template has hole (5).
3. slab form for building according to claim 1 is characterized in that: forming on the top board (3) of flute profile module (1) of this template has form removal bolt hole (6).
4. slab form for building according to claim 1 is characterized in that: forming on the flute profile module (1) of this template has connection strap keeper (9), and hole (12) is arranged on the connection strap keeper (9).
5. slab form for building according to claim 1 is characterized in that: the connection strap of being made up of between the flute profile module (1) of this template adjustable length (8) vertically connects by connection strap keeper (9).
6. slab form for building according to claim 5 is characterized in that: filling block (10) is arranged on the connection strap (8).
7. slab form for building according to claim 1 is characterized in that: the section form that supports the brace summer (11) of flute profile module (1) has flute profile, rectangle, I-shaped, T shape.
8. according to claim 1 or 5 or 6 described slab forms for building, it is characterized in that: flute profile module (1), connection strap (8), the filling block (10) of forming this template adopt hard material to be made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201685145U CN201730316U (en) | 2010-04-23 | 2010-04-23 | Floor slab template for buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201685145U CN201730316U (en) | 2010-04-23 | 2010-04-23 | Floor slab template for buildings |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201730316U true CN201730316U (en) | 2011-02-02 |
Family
ID=43521473
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201685145U Expired - Fee Related CN201730316U (en) | 2010-04-23 | 2010-04-23 | Floor slab template for buildings |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201730316U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104110130A (en) * | 2013-04-20 | 2014-10-22 | 昆山友进智能建筑工程有限公司 | Novel concrete cast-in-place slab |
| CN111691668A (en) * | 2020-06-16 | 2020-09-22 | 晟通科技集团有限公司 | Material conveying port template, material conveying port template assembly and assembling method thereof |
| CN115450418A (en) * | 2022-09-19 | 2022-12-09 | 济南一建集团有限公司 | Aluminum alloy template installation method for section change of shear wall |
-
2010
- 2010-04-23 CN CN2010201685145U patent/CN201730316U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104110130A (en) * | 2013-04-20 | 2014-10-22 | 昆山友进智能建筑工程有限公司 | Novel concrete cast-in-place slab |
| CN111691668A (en) * | 2020-06-16 | 2020-09-22 | 晟通科技集团有限公司 | Material conveying port template, material conveying port template assembly and assembling method thereof |
| CN115450418A (en) * | 2022-09-19 | 2022-12-09 | 济南一建集团有限公司 | Aluminum alloy template installation method for section change of 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: 20110202 Termination date: 20180423 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |