CN201635419U - Formwork support for steel deposit concrete - Google Patents
Formwork support for steel deposit concrete Download PDFInfo
- Publication number
- CN201635419U CN201635419U CN2010201055225U CN201020105522U CN201635419U CN 201635419 U CN201635419 U CN 201635419U CN 2010201055225 U CN2010201055225 U CN 2010201055225U CN 201020105522 U CN201020105522 U CN 201020105522U CN 201635419 U CN201635419 U CN 201635419U
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- concrete
- support
- formwork
- frame
- supports
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Abstract
The utility relates to a formwork support for steel deposit concrete, which is characterized by comprising a concrete beam, a plate support and a concrete post retaining frame. The concrete beam and the plate support form a group of beam formwork supports by fixedly connecting two beam supports through an adjusting fastening pins and adjusting screws; the two groups of beam formwork supports are respectively transversely fixedly connected together through a sleeve type transverse beam in an up and down manner; the beam supports are movably connected with the beam formwork support through a hanger arranged at one end of a slab transverse formwork beam; a middle support is arranged at the other end of the slab transverse formwork beam; the concrete retaining frame consists of four frames and four jack screws; the frames are in square structures; one end of each frame is fixed at one end of another frame through a jack screw; and the frames form a retaining sleeve structure according to double-square direction. The formwork support is made of square steel pipe materials, has the advantages of reasonable structural design, low manufacturing cost, firm use, convenience, rapidness and the like, is used for construction of beams and posts with different design sizes, is simple and convenient in adjustment, and saves time and labor.
Description
Technical field
The utility model belongs to a kind of building unit, particularly a kind of steel fluid concrete falsework.
Background technology
At present, in the prior art of domestic casting and constructing at building concrete beam, post, traditional job practices is to adopt to set up scaffold the mode that template supports.There are the scaffold problems such as effort, fastness are poor, construction quality difference of taking a lot of work of setting up.
Summary of the invention
The utility model has overcome the defective of above-mentioned existence, and purpose is for satisfying the demand of building concrete beam, post casting and constructing, a kind of steel fluid concrete falsework being provided.
The utility model steel fluid concrete falsework content Description:
The utility model steel fluid concrete falsework is characterized in that: be to be made of concrete beam, timbering and concrete column fastening frame;
Concrete beam, timbering by: boom support, telescopic crossbeam, adjust bayonet lock, adjust screw, intermediate support, floor transverse mode beam and hook form, concrete beam, timbering are that two boom supports are connected by adjusting bayonet lock and adjusting screw, constitute one group of beam form support, again with two groups of beam form supports by horizontal upper and lower being fixed together of telescopic crossbeam, the hook and the flexible connection of beam form support that are provided with by floor transverse mode beam one end are provided with intermediate support at the other end of floor transverse mode beam.
The concrete column fastening frame is to be made of 4 frames and 4 jackscrews, the frame structure that is square, and an end of each frame all is fixed on an end of another frame by jackscrew, form square adapter sleeve structure by back-shaped direction.
The utility model steel fluid concrete falsework, adopt the rectangular steel tube section bar to make, have characteristics such as reasonable in design, low cost of manufacture, use be firm, convenient and swift, be used for the beam of different designs size, the construction of post, regulate simple and convenient, time saving and energy saving.
Description of drawings
Fig. 1 is concrete beam, timbering structural representation
Fig. 2 is a concrete column fastening frame structural representation
Among the figure: the 1st, boom support, the 2nd, telescopic crossbeam, the 3rd is adjusted bayonet lock, the 4th, adjusts screw, the 5th, intermediate support, the 6th, floor transverse mode beam, the 7th, hook, the 8th, template, the 9th, frame, the 10th, jackscrew.
The specific embodiment
The utility model steel fluid concrete is achieved in that to do below in conjunction with accompanying drawing with falsework and specifies.
Steel fluid concrete falsework is to be made of: concrete beam, timbering and concrete column fastening frame, adopts the rectangular steel tube section bar to make.
See Fig. 1, concrete beam, timbering by: boom support 1, telescopic crossbeam 2, adjust bayonet lock 3, adjust screw 4, intermediate support 5, floor transverse mode beam 6 and link up with 7 and form, concrete beam, timbering are that two boom supports 1 are fixedly connected by adjusting bayonet lock 3 and adjusting screw 4, constitute one group of beam form support, be used to adjust the concrete depth of beam.Again with two groups of beam form supports by telescopic crossbeam 2 horizontal upper and lower being fixed together, in order to adjust the width of concrete beam.The hook 7 that is provided with by floor transverse mode beam 6 one ends flexibly connects with the beam form support, at the other end of floor transverse mode beam 6 intermediate support 5 is set.
See Fig. 2, the concrete column fastening frame is to be made of 4 frames 9 and 4 jackscrews 10, frame 9 structure that is square, and an end of each frame 9 all is fixed on an end of another frame 9 by jackscrew 10, form square adapter sleeve structure by back-shaped direction.
During construction: can be according to the requirement of construction, each parts is installed and fixed together with the falsework structure according to the steel fluid concrete, after adjusting steel fluid concrete usefulness falsework height and the width, get final product with falsework upper berth decking 8 at the steel fluid concrete again.
Claims (1)
1. a steel fluid concrete falsework is characterized in that: be to be made of concrete beam, timbering and concrete column fastening frame; Concrete beam, timbering is by boom support (1), telescopic crossbeam (2), adjust bayonet lock (3), adjust screw (4), intermediate support (5), floor transverse mode beam (6) and hook (7) are formed, concrete beam, timbering is that two boom supports (1) are fixedly connected by adjusting bayonet lock (3) and adjusting screw (4), constitute one group of beam form support, again by telescopic crossbeam (2) transversely with two groups of beam form supports, under be fixed together, the hook (7) that is provided with by floor transverse mode beam (6) one ends flexibly connects with the beam form support, at the other end of floor transverse mode beam (6) intermediate support (5) is set; The concrete column fastening frame is to be made of 4 frames (9) and 4 jackscrews (10), frame (9) structure that is square, and an end of each frame (9) all pass through the end that jackscrew (10) is fixed on another frame (9), by the square adapter sleeve structure of back-shaped direction composition.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201055225U CN201635419U (en) | 2010-02-02 | 2010-02-02 | Formwork support for steel deposit concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201055225U CN201635419U (en) | 2010-02-02 | 2010-02-02 | Formwork support for steel deposit concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201635419U true CN201635419U (en) | 2010-11-17 |
Family
ID=43079907
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201055225U Expired - Fee Related CN201635419U (en) | 2010-02-02 | 2010-02-02 | Formwork support for steel deposit concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201635419U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217839A (en) * | 2017-07-27 | 2017-09-29 | 安徽建工集团有限公司 | Cast-in-situ concrete beam plate form bracing system and its construction method |
-
2010
- 2010-02-02 CN CN2010201055225U patent/CN201635419U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217839A (en) * | 2017-07-27 | 2017-09-29 | 安徽建工集团有限公司 | Cast-in-situ concrete beam plate form bracing system and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101117 Termination date: 20120202 |