CN102168488A - Floor slab formwork for building - Google Patents
Floor slab formwork for building Download PDFInfo
- Publication number
- CN102168488A CN102168488A CN 201010153882 CN201010153882A CN102168488A CN 102168488 A CN102168488 A CN 102168488A CN 201010153882 CN201010153882 CN 201010153882 CN 201010153882 A CN201010153882 A CN 201010153882A CN 102168488 A CN102168488 A CN 102168488A
- Authority
- CN
- China
- Prior art keywords
- flute profile
- building
- profile module
- floor slab
- connection strap
- Prior art date
- 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.)
- Pending
Links
Images
Abstract
The invention discloses a floor slab formwork for building. The floor slab formwork for building comprises groove-shaped modules (1), a support beam (11) and fasteners such as bolts (2), plugs or screw threads. In the formwork, a connection strip (8) for longitudinally connecting two groove-shaped modules (1) is provided with a filling block (10). The floor slab formwork for building consists of the groove-shaped modules (1), wherein each groove-shaped module (1) consists of a top plate (3) and two side plates (4); and each side plate (4) is provided with a hole (5). When the floor slab formwork is spliced, multiple groove-shaped modules (1) are arranged orderly on the support beam; as the side plates (4) of the groove-shaped module (1) is provided with the holes (5), the fasteners such as bolts (2), plugs or screw threads pass through the holes (5) to connect two adjacent groove-shaped modules (1) to form the complete floor slab formwork for building. The floor slab formwork for building can be flexibly arranged according to the size of the floor slab, is light and convenient to dismantle; in addition, the floor slab formwork can be mechanically produced thereby bringing convenience for the control of construction quality and the improvement of the construction efficiency; and moreover, hard material which has great rigidity, large bearing capacity and good overall performance can be used for making slabs.
Description
Technical field:
The present invention relates to the realm of building construction, specifically refer 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 object of the present invention 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 present invention seeks to realize like this, a kind of slab form for building, this slab form for building comprises flute profile module, brace summer, bolt or securing members such as latch or screw thread.The invention is characterized in: vertically connecting on the connection strap of two flute profile modules has filling block.Its effect is to fill because two flute profile modules are when vertically being connected by connection strap, and connection strap is fixed on the top board bottom and breach between the two flute profile module top boards that produce.
Feature of the present invention is that also slab form 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.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,, securing members such as 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 invention 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, hole can make adjacent flute profile module link to each other in twos by bolt or securing members such as 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 invention 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 invention 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 invention 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 securing members such as bolt or latch or the screw thread insertion connection strap keeper tights a bolt or securing members such as 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 invention 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 invention also is to form this template adopt hard material to be made.Flute profile module, connection strap, the filling block made by hard materials such as steel plate, aluminium alloyss 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 two flute profile modules, 1 vertical connection diagrams, and 8 is connection strap, and 10 is filling block.
Fig. 3 is the connection diagram that flute profile module 1 is assembled into integral mold plate, and 11 is brace summer.
Fig. 4 is flute profile module 1 an interconnective structural representation, and 2 is bolt.
Fig. 5 is the scheme of installation of form removal bolt 7, and 7 are the form removal bolt.
Fig. 6 is two flute profile modules, 1 vertical connection diagrams, and 9 is the connection strap keeper, and 12 is the hole on the connection strap keeper 9.
Fig. 7 is that two flute profile modules 1 vertically connect another embodiment.
Fig. 8 is assembled into the structural representation of integral mold plate for flute profile module 1.
Fig. 9 is the elevation of Fig. 8.
Figure 10 is the left view of Fig. 8.
The specific embodiment:
The present invention 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 securing members such as latch or screw thread.Fig. 1 is the structural representation of flute profile module 1, and as shown in Figure 1, flute profile module 1 is made up of top board 3, biside plate 4, 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.The invention is characterized in: vertically connecting on the connection strap 8 of two flute profile modules 1 has filling block 10.
Fig. 2 is two flute profile modules, 1 vertical syndeton schematic diagrames, and 8 is connection strap, and 10 is filling block.Fig. 3 is the connection diagram that flute profile module 1 is assembled into integral mold plate, and 11 is brace summer.The effect of filling block 10 is to fill because two flute profile modules 1 are when vertically being connected 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 invention is that also slab form 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 also is to form on the side plate 4 of flute profile module 1 of this template hole 5.Fig. 4 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 4, when floor spiced template, owing on the side plate 4 of flute profile module 1 hole 5 is arranged, hole 5 can make adjacent flute profile module 1 link to each other in twos by bolt 2 or securing members such as 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 invention also is to form on the top board 3 of flute profile module 1 of this template form removal bolt hole 6.Fig. 5 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 invention 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. 6 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.
The connection strap 8 that feature of the present invention 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. 7 was 1 inversion of flute profile module, two flute profile modules 1 vertically connected another embodiment.As Fig. 6,7, 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 connection strap keeper 9 and flute profile module 1 top board 3, with the hole 12 on securing members such as bolt 2 or latch or the screw thread insertion connection strap keeper 9, tight a bolt 2 or securing members such as 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 invention 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. 8 is assembled into the structural representation of integral mold plate for flute profile module 1.Fig. 9 is the elevation of Fig. 8.Figure 10 is the left view of Fig. 8.Shown in Fig. 8,9,10, for utilizing above-mentioned slab form for building, work progress of the present invention 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 securing members such as 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 securing members such as 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 securing members such as latch or screw thread.It is characterized in that: vertically connecting on the connection strap (8) of two flute profile modules (1) has filling block (10).
2. slab form for building according to claim 1, 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), connects by securing members such as bolt (2) or latch or screw threads between the flute profile module (1).
3. 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).
4. 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).
5. 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).
6. 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).
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. slab form for building according to claim 1 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 |
|---|---|---|---|
| CN 201010153882 CN102168488A (en) | 2010-04-23 | 2010-04-23 | Floor slab formwork for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010153882 CN102168488A (en) | 2010-04-23 | 2010-04-23 | Floor slab formwork for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102168488A true CN102168488A (en) | 2011-08-31 |
Family
ID=44489792
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010153882 Pending CN102168488A (en) | 2010-04-23 | 2010-04-23 | Floor slab formwork for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102168488A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107905525A (en) * | 2017-12-20 | 2018-04-13 | 南通达海澄筑建筑科技有限公司 | A kind of U-shaped lightgage steel joist support system of plank sheathing recoverable and its installation method |
| CN109113192A (en) * | 2018-08-24 | 2019-01-01 | 宁波建工工程集团有限公司 | It is a kind of can bidirectional modulation assembled superimposed sheet seam mortar leakage prevention plugging device |
| 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 |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0514712A1 (en) * | 1991-05-18 | 1992-11-25 | PASCHAL-WERK G. MAIER GmbH | Formwork for surfaces with varying curvature |
| CN2150278Y (en) * | 1993-03-18 | 1993-12-22 | 阎明祥 | Shuttering made according to construction modulus |
| TW265379B (en) * | 1994-11-28 | 1995-12-11 | Wenn-Yuan Lii | Templates used in construction |
| CN2219926Y (en) * | 1995-01-27 | 1996-02-14 | 李文元 | Steel shuttering connecting device for building |
| 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 |
| CN201730313U (en) * | 2010-04-23 | 2011-02-02 | 吴方伯 | Floorslab template used for building |
-
2010
- 2010-04-23 CN CN 201010153882 patent/CN102168488A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0514712A1 (en) * | 1991-05-18 | 1992-11-25 | PASCHAL-WERK G. MAIER GmbH | Formwork for surfaces with varying curvature |
| CN2150278Y (en) * | 1993-03-18 | 1993-12-22 | 阎明祥 | Shuttering made according to construction modulus |
| TW265379B (en) * | 1994-11-28 | 1995-12-11 | Wenn-Yuan Lii | Templates used in construction |
| US5863453A (en) * | 1994-12-30 | 1999-01-26 | Hardin; James W. | Form connector |
| CN2219926Y (en) * | 1995-01-27 | 1996-02-14 | 李文元 | Steel shuttering connecting device for building |
| 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 |
| CN201730313U (en) * | 2010-04-23 | 2011-02-02 | 吴方伯 | Floorslab template used for building |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107905525A (en) * | 2017-12-20 | 2018-04-13 | 南通达海澄筑建筑科技有限公司 | A kind of U-shaped lightgage steel joist support system of plank sheathing recoverable and its installation method |
| CN107905525B (en) * | 2017-12-20 | 2023-07-04 | 南通达海澄筑建筑科技有限公司 | Wooden formwork recyclable U-shaped light steel keel supporting system and installation method thereof |
| CN109113192A (en) * | 2018-08-24 | 2019-01-01 | 宁波建工工程集团有限公司 | It is a kind of can bidirectional modulation assembled superimposed sheet seam mortar leakage prevention plugging device |
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201704946U (en) | Shear wall formwork for building | |
| CN102071796A (en) | Template for construction | |
| CN201730317U (en) | Floor formwork for buildings | |
| CN201730313U (en) | Floorslab template used for building | |
| CN201704950U (en) | Building column formwork | |
| CN201730330U (en) | Beam formwork for building | |
| CN113323213B (en) | Assembled trompil steel sheet rib superimposed sheet | |
| CN102061806B (en) | Building template | |
| CN102168488A (en) | Floor slab formwork for building | |
| CN201730316U (en) | Floor slab template for buildings | |
| CN102605944A (en) | Building formwork | |
| CN102191858A (en) | Pillar template for building | |
| CN102071802B (en) | Template for construction | |
| CN102116080B (en) | Beam and slab integrally casted building template | |
| CN102121308A (en) | Template for buildings | |
| CN201786018U (en) | Shearing wall template for buildings | |
| CN102116081A (en) | Template for building | |
| CN102121309A (en) | Floorslab template for buildings | |
| CN102268921A (en) | Beam template for construction | |
| CN201730315U (en) | Slab formwork for buildings | |
| CN201730314U (en) | Template for building floor slab | |
| CN201730321U (en) | Column formwork for buildings | |
| CN201730311U (en) | Shear wall formwork for construction | |
| CN102199946A (en) | Constructional shear wall template | |
| CN201730329U (en) | Beam template for building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20110831 |