CN208950265U - A kind of steel structure support moulding bed, full hall scaffold support device - Google Patents
A kind of steel structure support moulding bed, full hall scaffold support device Download PDFInfo
- Publication number
- CN208950265U CN208950265U CN201820312453.1U CN201820312453U CN208950265U CN 208950265 U CN208950265 U CN 208950265U CN 201820312453 U CN201820312453 U CN 201820312453U CN 208950265 U CN208950265 U CN 208950265U
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- China
- Prior art keywords
- moulding bed
- steel
- support
- full hall
- hall scaffold
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- Expired - Fee Related
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Abstract
The utility model belongs to building trade installation technology of steel structure field, discloses a kind of steel structure support moulding bed, full hall scaffold support device, is provided with moulding bed, and the moulding bed is made of vertical supporting moulding bed body, connection truss and steel platform beam；Support jig body is welded in structure by built-in fitting, and support jig body is fixedly mounted by welding or bolt for connection truss；It is laid with main girder steel and time girder steel respectively on moulding bed top, moulding bed region is formed into a steel platform.Full hall scaffold rides upon above steel platform.Steel structure support moulding bed, full hall scaffold support device installation so that site operation position below the road is clear, can above be supported in different reliefs；When Steel Structure Installation, full hall scaffold can be installed as operating platform and support steel structure.Be mainly used for the installation of large span bending lattice steel constructions, can support steel structure installation, as operating platform, but can Steel Structure Installation lower space can pass through.
Description
Technical field
The utility model belong to building trade installation technology of steel structure field more particularly to a kind of steel structure support moulding bed,
Full hall scaffold support device.
Background technique
Currently, scene needs to set up support system when the bending lattice steel constructions installation of large span and structural elevation variation
It installs, since construction location cannot occlude, lower section cannot use full hall scaffold, it is necessary to use support jig.Steel knot
When structure is installed, the position absolute altitude of supporting point frequently changes, and existing support jig device is unable to the offer operating platform of all standing,
There are biggish security risks.
In conclusion problem of the existing technology is: when Steel Structure Installation, the position absolute altitude of supporting point frequently changes,
Existing support jig device is unable to the offer operating platform of all standing, and there are biggish security risks.
Summary of the invention
In view of the problems of the existing technology, the utility model provides a kind of steel structure support moulding bed+full hall scaffold
Support device.
The utility model is realized in this way a kind of steel structure support moulding bed+full hall scaffold support device, the device by
The support jig system of lower section and the full hall scaffold system composition of top.Support jig system is by basis conversion girder steel, vertical
Main girder steel composition at the top of support jig, lateral connection truss and moulding bed；Basis conversion girder steel with it is pre- on concrete structure
Slugging connection, vertical supporting moulding bed suspension column are welded on basis conversion girder steel, and connection truss passes through bolt for vertical supporting
Moulding bed body is linked to be an entirety；Main girder steel is set in vertical supporting moulding bed top north-south, main girder steel and the welding of moulding bed round tube connect
It connects.Time girder steel is arranged in East and West direction at the top of vertical supporting moulding bed, and secondary girder steel both ends and the built-in fitting of high building and annex are welded and fixed,
It is welded and fixed among secondary girder steel with main girder steel.Primary and secondary girder steel forms a steel platform.
Full hall scaffold system is set up above steel platform, and frame hand cradle transverse and longitudinal spacing is 1m, step pitch 1.5m.In full hall foot
Small cross bar is erected in the upright bar of hand cradle, the height of small cross bar is arranged according to the height of steel lattice unit.
The operating platform of springboard composition is equipped in the upper square steel structure docking location of full hall scaffold.
Steel structure support moulding bed+full hall scaffold support device installation of the utility model is so that under site operation position
The road is clear for side, can above support in different reliefs；When Steel Structure Installation, full hall scaffold can be used as operating platform,
It again can support steel structure installation.Be mainly used for large span space abnormity lattice steel constructions installation, can support steel structure installation, make
For operating platform, but can Steel Structure Installation lower space can pass through.Support jig+full hall scaffold support system has shared 150
Ton steel and 6000m scaffold tubes have saved 12% moulding bed material compared with conventional support jig, total to save material
Take and about 100,000 yuan of labour cost.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of steel structure support moulding bed device provided by the embodiment of the utility model；
Fig. 2 is the plan view of steel structure support moulding bed device provided by the embodiment of the utility model；
Fig. 3 is the cross-sectional view of steel structure support moulding bed+full hall scaffold support device provided by the embodiment of the utility model；
In figure: 1, moulding bed；2, full hall scaffold；3, main girder steel；4, secondary girder steel；5, truss is contacted；6, basis conversion girder steel；
7, vertical supporting moulding bed；
Specific embodiment
For the invention, features and effects that can further appreciate that the utility model, the following examples are hereby given, and cooperates
Detailed description are as follows for attached drawing.
The structure of the utility model is explained in detail with reference to the accompanying drawing.
As shown in Figure 1-Figure 3, steel structure support moulding bed+full hall scaffold support device provided by the embodiment of the utility model
Be provided with moulding bed 1, the moulding bed 1 by basis conversion girder steel 6, vertical supporting moulding bed 7, lateral connection truss and moulding bed at the top of
Main girder steel 3 forms；Built-in fitting on basis conversion girder steel 6 and concrete structure is welded to connect, the welding of 7 suspension column of vertical supporting moulding bed
On basis conversion girder steel 6, truss 5 is contacted by bolt, 7 body of vertical supporting moulding bed is linked to be an entirety；In vertical supporting tire
Main girder steel 3 is arranged in 7 top north-south of frame, and main girder steel 3 is welded to connect with moulding bed round tube.In 7 top East and West direction of vertical supporting moulding bed
Time girder steel 4 is set, and secondary 4 both ends of girder steel and the built-in fitting of high building and annex are welded and fixed, and weld among secondary girder steel 4 with main girder steel 3
It is fixed.3 beam of primary and secondary steel forms a steel platform.
As the preferred embodiment of the utility model, full hall scaffold 2 is ridden upon above steel platform, scaffold transverse and longitudinal spacing
For 1m, step pitch 1.5m.Small cross bar is erected in the upright bar of full hall scaffold, the height of small cross bar is according to steel lattice unit
Height is arranged.
As the preferred embodiment of the utility model, jump is equipped in the upper square steel structure docking location of full hall scaffold 2
The operating platform that plate is constituted.
The utility model sets up small cross bar, small cross bar conduct according to Steel Structure Installation needs in 2 upright bar of full hall scaffold
The supporting point of Steel Structure Installation, small cross bar position and scaffolding height are arranged according to Steel Structure Installation needs.On full hall scaffold 2
Square worker operating position can be laid with springboard, use as operating platform.According to erection sequence, support jig 1, Man Tang are set up respectively
Scaffold 2.Before steel structure hoisting, according to supporting point position needed for every lifting elements, first small cross bar is set up, steel construction
When unit is installed, steel construction unit is slowly fallen on small cross bar, makes small cross bar as the supporting point of Steel Structure Installation.When steel knot
When structure absolute altitude needs to adjust, small cross bar does corresponding fine tuning.When top Construction of Steel Structure, can still lead to below moulding bed
Row.
The above is only the preferred embodiment to the utility model, is not made in any form to the utility model
Limitation, it is all according to the technical essence of the utility model any simple modification made to the above embodiment, equivalent variations with
Modification, is all within the scope of the technical scheme of the utility model.
Claims (4)
1. a kind of steel structure support moulding bed, full hall scaffold support device, which is characterized in that the steel structure support moulding bed is expired
Hall scaffold supporting device is made of the support jig system of lower section and the full hall scaffold system of top；
The support jig system is by the master at the top of basis conversion girder steel, vertical supporting moulding bed, lateral connection truss and moulding bed
Girder steel composition；Built-in fitting on basis conversion girder steel and concrete structure is welded to connect, and vertical supporting moulding bed suspension column is welded on base
Plinth is converted on girder steel, contacts truss by bolt and vertical supporting moulding bed body is linked to be an entirety；On vertical supporting moulding bed top
Main girder steel is arranged in north-south, and main girder steel and moulding bed round tube are welded to connect；
The full hall scaffold system is set up above steel platform, and small cross bar is erected in the upright bar of full hall scaffold.
2. steel structure support moulding bed as described in claim 1, full hall scaffold support device, which is characterized in that vertically propping up
Time girder steel is arranged in support top of the trellis East and West direction, and secondary girder steel both ends and the built-in fitting of high building and annex are welded and fixed, among secondary girder steel
It is welded and fixed with main girder steel.
3. steel structure support moulding bed as described in claim 1, full hall scaffold support device, which is characterized in that the full hall
Scaffold system is set up above steel platform, and frame hand cradle transverse and longitudinal spacing is 1m.
4. steel structure support moulding bed as described in claim 1, full hall scaffold support device, which is characterized in that in full hall foot
The upper square steel structure docking location of hand cradle is equipped with the operating platform of springboard composition.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820312453.1U CN208950265U (en) | 2018-03-07 | 2018-03-07 | A kind of steel structure support moulding bed, full hall scaffold support device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820312453.1U CN208950265U (en) | 2018-03-07 | 2018-03-07 | A kind of steel structure support moulding bed, full hall scaffold support device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208950265U true CN208950265U (en) | 2019-06-07 |
Family
ID=66729451
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820312453.1U Expired - Fee Related CN208950265U (en) | 2018-03-07 | 2018-03-07 | A kind of steel structure support moulding bed, full hall scaffold support device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208950265U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111390484A (en) * | 2020-04-18 | 2020-07-10 | 合肥皖兴建设工程有限公司 | Steel structure supporting structure adjusting and positioning equipment and adjusting and positioning method |
| CN111441596A (en) * | 2020-04-03 | 2020-07-24 | 中电建路桥集团有限公司 | Support-free jig frame universal device for space special-shaped truss construction and construction method thereof |
| CN112796453A (en) * | 2021-01-21 | 2021-05-14 | 中国建筑第五工程局有限公司 | Combined construction method for steel structure truss concrete floor |
-
2018
- 2018-03-07 CN CN201820312453.1U patent/CN208950265U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111441596A (en) * | 2020-04-03 | 2020-07-24 | 中电建路桥集团有限公司 | Support-free jig frame universal device for space special-shaped truss construction and construction method thereof |
| CN111390484A (en) * | 2020-04-18 | 2020-07-10 | 合肥皖兴建设工程有限公司 | Steel structure supporting structure adjusting and positioning equipment and adjusting and positioning method |
| CN111390484B (en) * | 2020-04-18 | 2020-11-10 | 上海绿地建设(集团)有限公司 | Steel structure supporting structure adjusting and positioning equipment and adjusting and positioning method |
| CN112796453A (en) * | 2021-01-21 | 2021-05-14 | 中国建筑第五工程局有限公司 | Combined construction method for steel structure truss concrete floor |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190607 Termination date: 20210307 |