CN2304714Y - Assembled steel frame coating formwork - Google Patents
Assembled steel frame coating formwork Download PDFInfo
- Publication number
- CN2304714Y CN2304714Y CN 97220973 CN97220973U CN2304714Y CN 2304714 Y CN2304714 Y CN 2304714Y CN 97220973 CN97220973 CN 97220973 CN 97220973 U CN97220973 U CN 97220973U CN 2304714 Y CN2304714 Y CN 2304714Y
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- CN
- China
- Prior art keywords
- steel frame
- steel
- panel
- pressing plate
- template
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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 relates to an assembled steel frame coating formwork, which is mainly composed of a steel frame, an operating table rack, a formwork support, a panel, a reinforced back edge, wall screws and a hook, wherein, the separate steel frame is connected by at least two steel frame forming blocks and special connecting pieces for the reinforced back edge, the large integral panel is covered on the connected steel frame, and the special connecting pieces are flat screw bolts and press plates. The side frames of the steel frame forming blocks and vertical ribs are rectangular steel tube section materials having thin walls. The formwork having the advantages of large integral rigidity, few splicing seams, high quality for the surface of concrete, convenient installation, flexible disassembly and assembly and high mechanized construction degree is suitable for the construction of building walls.
Description
The utility model relates to a kind of construction formwork.
Existing comparatively advanced wall form has whole large steel moulding plate and combined type large steel moulding plate.Monolithic large steel moulding plate steel using amount is big, and heaviness does not have versatility, and reusing needs transformation of the way template; Combined type large steel moulding plate good rigidity, it is practical that but the template piece is many flexibly, and the processing cumulative errors are big, and the walls concrete surface faulting of slab ends after the construction is more, influence the concrete appearance effect, and composite assembly is time-consuming, require great effort, and there is certain influence the duration.
The purpose of this utility model provides a kind of combined steel skeleton clad can template, has the strong point of whole large steel moulding plate and combined type large steel moulding plate concurrently, and it is good to make template have integral rigidity simultaneously, and the template piece is few, concrete surface quality height, simple installation flexible characteristic.
The technical solution of the utility model is: this combined steel skeleton clad can template, mainly form by steel frame, operation stand, template support, panel, reinforcement back cord, through-wall bolt and suspension hook, and it is characterized in that:
Steel frame is split type, is formed by connecting with special connecting piece with strengthening back cord by at least two steel frame shaped block, is coated with the bulk integral panels on the steel frame that connects, and special connecting piece is flat bolt and pressing plate;
Wherein, the frame of the shaped block of steel frame and vertical rib are rectangular thin-wall steel pipe section bars, and cross rib is a steel plate bending angle steel;
Perforation is the short tube shape in the middle of the pressing plate of special connecting piece, and is outstanding to the pressing plate back side, and pressing plate two outers are bent to form to the back side can block the groove of strengthening back cord.
Above-mentioned panel is whole big block plate or whole bulk multi-plywood.For avoiding veneer corner damaged in collision in work progress, edge-protecting angle iron is installed at panel periphery.
For adapting to all thickness panel, the connecting hole of edge-protecting angle iron and steel frame is a slotted hole, is convenient to regulate.
The utility model need not independent connection between each steel frame shaped block when mounted, by special connecting piece each steel frame shaped block and the unification of reinforcement back cord is coupled together.Concrete mounting method is as follows: flat bolt in the special connecting piece is connected on the vertical rib of steel frame shaped block and passes and strengthen back cord and pressing plate, make the fixed-site of each steel frame shaped block, pressing plate is withheld and is being strengthened on the back cord, both played pad, again square and position between two reinforcement back cords are fixed simultaneously, use the flat bolt of nut screwing clamping then, template and back cord finish with installing.
The utility model has the advantages that: the strong point of comprehensive integral large steel moulding plate and combined steel template, it is good to make template have integral rigidity simultaneously, and the template piece is few, the concrete surface quality height, simple installation is flexible, the characteristics that the mechanized construction degree is high.Be applicable to the construction wall construction.
Below in conjunction with drawings and Examples the utility model is described in detail:
Fig. 1 is a structural representation of the present utility model.
Fig. 2, the 3rd, the lateral view of steel frame shaped block and elevation.
Fig. 4 is the scheme of installation that a plurality of steel frame shaped block link together.
Fig. 5 is the schematic diagram that flat bolt, pressing plate are connected with steel frame, reinforcement back cord.
Fig. 6 is the schematic diagram that edge-protecting angle iron is connected with panel.
As shown in the figure, this combined steel skeleton clad can template, mainly form by steel frame, operation stand 2, template support 8, panel 16, reinforcement back cord 9, through-wall bolt 5 and suspension hook 1, operation stand 2 and template support 8 and are fixed on the vertical rib of steel frame by being connected bridgeware 7, and through-wall bolt 5 usefulness cast steel nuts 10, pad 11 pass position, through-wall bolt hole 15 and be fixed on the steel frame.It is characterized in that: steel frame is split type, is formed by connecting with strengthening back cord 9 usefulness special connecting pieces by at least two steel frame shaped block 4, is coated with bulk integral panels 16 on the steel frame that connects, and special connecting piece is flat bolt 3 and pressing plate 6; Wherein, the width of the shaped block 4 of steel frame is used 450～900mm always, and frame and vertical rib 13 are rectangular thin-wall steel pipe section bars, and cross rib 12 is light-duty steel plate bending angle steel; Perforation is the short tube shape in the middle of the pressing plate 6 of special connecting piece, and is outstanding to the pressing plate back side, and pressing plate two outers are bent to form to the back side can block the groove of strengthening back cord.Panel 16 is whole big block plate or whole bulk multi-plywood, at panel 16 peripheries edge-protecting angle iron 14 is installed, and edge-protecting angle iron 14 is a slotted hole with the connecting hole of steel frame.
Claims (4)
1, a kind of combined steel skeleton clad can template mainly is made up of steel frame, operation stand, template support, panel, reinforcement back cord, through-wall bolt and suspension hook, it is characterized in that:
Steel frame is split type, is formed by connecting with special connecting piece with strengthening back cord by at least two steel frame shaped block, is coated with the bulk integral panels on the steel frame that connects, and special connecting piece is flat bolt and pressing plate;
Wherein, the frame of the shaped block of steel frame and vertical rib are rectangular thin-wall steel pipe section bars, and cross rib is a steel plate bending angle steel;
Perforation is the short tube shape in the middle of the pressing plate of special connecting piece, and is outstanding to the pressing plate back side, and pressing plate two outers are bent to form to the back side can block the groove of strengthening back cord.
2, combined steel skeleton clad can template according to claim 1 is characterized in that: described panel is whole big block plate.
3, combined steel skeleton clad can template according to claim 1, it is characterized in that: described panel is whole bulk multi-plywood, at panel periphery edge-protecting angle iron is arranged.
4, according to claim 1,3 described combined steel skeleton clad can templates, it is characterized in that: the connecting hole of described edge-protecting angle iron and steel frame is a slotted hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 97220973 CN2304714Y (en) | 1997-08-04 | 1997-08-04 | Assembled steel frame coating formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 97220973 CN2304714Y (en) | 1997-08-04 | 1997-08-04 | Assembled steel frame coating formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2304714Y true CN2304714Y (en) | 1999-01-20 |
Family
ID=33936501
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 97220973 Expired - Fee Related CN2304714Y (en) | 1997-08-04 | 1997-08-04 | Assembled steel frame coating formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2304714Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107190970A (en) * | 2017-07-31 | 2017-09-22 | 广西路桥工程集团有限公司 | A kind of steel concrete shuttering for being easy to quick form removal |
| CN107974959A (en) * | 2017-12-14 | 2018-05-01 | 朱铁凝 | A kind of road traffic entirety steel truss formula high and big die plate |
| CN108656317A (en) * | 2018-07-17 | 2018-10-16 | 芜湖芬特勘测服务有限公司 | A kind of assembled architecture wall manufacture mold |
| CN109964725A (en) * | 2019-05-10 | 2019-07-05 | 福州乐亿生态科技股份有限公司 | A kind of tree fixing device and method |
-
1997
- 1997-08-04 CN CN 97220973 patent/CN2304714Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107190970A (en) * | 2017-07-31 | 2017-09-22 | 广西路桥工程集团有限公司 | A kind of steel concrete shuttering for being easy to quick form removal |
| CN107974959A (en) * | 2017-12-14 | 2018-05-01 | 朱铁凝 | A kind of road traffic entirety steel truss formula high and big die plate |
| CN108656317A (en) * | 2018-07-17 | 2018-10-16 | 芜湖芬特勘测服务有限公司 | A kind of assembled architecture wall manufacture mold |
| CN109964725A (en) * | 2019-05-10 | 2019-07-05 | 福州乐亿生态科技股份有限公司 | A kind of tree fixing device and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |