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 PDF

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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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CN
China
Prior art keywords
moulding bed
steel
support
full hall
hall scaffold
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.)
Expired - Fee Related
Application number
CN201820312453.1U
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Chinese (zh)
Inventor
邹冰
熊红钢
王金宇
桂峥嵘
胡新
孙长福
彭祥
徐青露
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction Third Engineering Bureau Co Ltd
Original Assignee
China Construction Third Engineering Bureau Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Construction Third Engineering Bureau Co Ltd filed Critical China Construction Third Engineering Bureau Co Ltd
Priority to CN201820312453.1U priority Critical patent/CN208950265U/en
Application granted granted Critical
Publication of CN208950265U publication Critical patent/CN208950265U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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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

A kind of steel structure support moulding bed, full hall scaffold support device
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.
CN201820312453.1U 2018-03-07 2018-03-07 A kind of steel structure support moulding bed, full hall scaffold support device Expired - Fee Related CN208950265U (en)

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

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Application Number Title Priority Date Filing Date
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CN (1) CN208950265U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
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

Cited By (4)

* Cited by examiner, † Cited by third party
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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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