CN201738560U - Adjustable operating platform for pouring concrete into steel column - Google Patents

Adjustable operating platform for pouring concrete into steel column Download PDF

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Publication number
CN201738560U
CN201738560U CN2010205145930U CN201020514593U CN201738560U CN 201738560 U CN201738560 U CN 201738560U CN 2010205145930 U CN2010205145930 U CN 2010205145930U CN 201020514593 U CN201020514593 U CN 201020514593U CN 201738560 U CN201738560 U CN 201738560U
Authority
CN
China
Prior art keywords
operating platform
steel
steel column
adjustable
angle steel
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
CN2010205145930U
Other languages
Chinese (zh)
Inventor
梁智
刘石福
曾华超
张鹏武
吕雄
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 CN2010205145930U priority Critical patent/CN201738560U/en
Application granted granted Critical
Publication of CN201738560U publication Critical patent/CN201738560U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses an adjustable operating platform for pouring concrete into a steel column, which is characterized in that: the operating platform comprises a rack body, adjustable angle steel, a y axial sliding groove, an x axial sliding groove and a connecting plate; the adjustable angle steel is movably connected with the y axial sliding groove, the connecting plate is arranged in the x axial sliding groove, and the adjustable angle steel is connected with the y axial sliding groove by a connecting bolt and a backing plate. The adjustable operating platform is suitable for the structural form of the steel column with various section sizes, can meet the need of the steel columns with different sections, has multiple functions, and can effectively reduce the manufacturing cost; as the operating platform does not need to be repeatedly replaced in the construction process, the working efficiency is increased, and the operating platform is practical as well as convenient; as the occupied construction site is small, the site utilization rate is effectively raised; as materials are saved, the cost is reduced, and the working efficiency is increased, technological innovation and green buildings are reflected.

Description

The adjustable operating platform of concrete placing in the steel column
Technical field
The utility model relates to the adjustable operating platform of concrete placing in a kind of steel column.
Background technology
In current building structure construction process, steel concrete steel framed structure form is more and more used with its exclusive architectural character and advantage, in the middle of its structure construction procedure, consider structure stress and fire protection requirement, steel framework post domestic demand placing of concrete, how this operation is for solving difficulty of construction, and the guarantee construction safety is had higher requirement, based on this specific construction technology, design and produce the adjustable operating platform of the utility model.
The utility model content
Technical problem to be solved in the utility model provides the adjustable operating platform of concrete placing in a kind of steel column, utilize steel column self otic placode, steel column at the different cross section size is made bidirectional modulation, with bolton on the steel column otic placode, it is big to overcome typing platform material consumption, efficiency of construction is low, takies shortcomings such as the construction plant is big.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
The adjustable operating platform of concrete placing in a kind of steel column, it is characterized in that: described operating platform comprises support body, adjustable angle steel, y axial slide, x axial slide and junction plate; Described adjustable angle steel and y axial slide flexibly connect, and described junction plate is installed in the x axial slide.
Described adjustable angle steel is connected with backing plate by connecting bolt with the y axial slide.
Described junction plate upper end is the T font, and the lower end is provided with bolt.
Described support body is welded by channel-section steel and angle steel.
Described y axial slide is two, is located at respectively on the middle axial angle steel end face of two y of support body.
Described x axial slide is four, is located at respectively on the two ends of the two ends of an axial angle steel end face of x in the middle of the support body and adjustable angle steel end face.Be equipped with a junction plate in described each x axial slide.
Described operating platform is held on the steel column otic placode, fixedlys connected with the steel column otic placode by the bolt that the junction plate lower end is provided with.
Described operating platform also comprises cat ladder, and described cat ladder and x axial slide articulate.
The utlity model has following advantage:
The utility model is applicable to the form of structure that the steel column sectional dimension is various, can satisfy different steel columns cross section operating platform needs, and one-object-many-purposes has effectively reduced the operating platform cost of manufacture; Practical and convenient, need not in the work progress to change operating platform repeatedly, increase work efficiency; It is little to take the construction plant, effectively improves the utilization of area rate.Save material, reduce cost, increase work efficiency, embodied scientific and technical innovation and green building.
Description of drawings
Fig. 1 is the real structural representation of the utility model
Fig. 2 is the utility model junction plate drawing
Among the figure: 1-support body, the adjustable angle steel of 2-, 3-connecting bolt, 4-y axial slide, 5-x axial slide, 6-junction plate, the axial angle steel of 7-y, the axial angle steel of 8-x.
The specific embodiment
Shown in Fig. 1-2, the adjustable operating platform of concrete placing in a kind of steel column, it is characterized in that: described operating platform comprises support body 1, adjustable angle steel 2, y axial slide 4, x axial slide 5 and junction plate 6; Described adjustable angle steel 2 flexibly connects with y axial slide 4, and described junction plate 6 is installed in the x axial slide 4.
Described adjustable angle steel 2 is connected with backing plate by connecting bolt 3 with y axial slide 4.Described junction plate 6 upper ends are the T font, and the lower end is provided with bolt.Described support body is welded by channel-section steel and angle steel.
Described y axial slide 4 is two, is located at respectively on axial angle steel 7 end faces of two y of support body 1 centre.Described x axial slide 5 is four, is located at respectively on the two ends of the two ends of axial angle steel 8 end faces of an x in the middle of the support body 1 and adjustable angle steel 2 end faces.Be equipped with a junction plate 6 in described each x axial slide 5.
Described operating platform is held on the steel column otic placode, fixedlys connected with the steel column otic placode by the bolt that the junction plate lower end is provided with.Described operating platform also comprises cat ladder, and described cat ladder and x axial slide 5 articulate.
The utility model can be according to steel column different cross section size adjustment operating platform size, and it can be regulated angle steel 2 and slide along y axial slide 4, and regulating puts in place is held on the steel column otic placode afterwards; Described junction plate 6 can endwisely slip as x along chute 5, and two vertical direction are consolidated on the steel column otic placode with bolt 3 after regulating and putting in place; Described junction plate 6 is selected the steel plate processing that possesses enough bearing capacities for use as the main stressed member of operating platform, for the assurance platform just is stability afterwards and is convenient to along the convenience of x axial slide 5 slips that steel plate opening size must strictness assurance.
During work, platform winches to the steel column capital, after the one side angle steel that will have an x axial slide 5 is held on the steel column otic placode, adjustable angle steel 2 is adjusted on the opposite side steel column otic placode along x axial slide 5, so far, the axial base of y is regulated and is put in place, after junction plate 6 is regulated along the y axial slide, until close steel column otic placode, the bolt with junction plate 6 lower ends is anchored on 4 junction plates 6 in the bolt hole of steel column otic placode at last.

Claims (9)

1. the adjustable operating platform of concrete placing in the steel column, it is characterized in that: described operating platform comprises support body, adjustable angle steel, y axial slide, x axial slide and junction plate; Described adjustable angle steel and y axial slide flexibly connect, and described junction plate is installed in the x axial slide.
2. the adjustable operating platform of concrete placing in the steel column as claimed in claim 1, it is characterized in that: described adjustable angle steel is connected with backing plate by connecting bolt with the y axial slide.
3. the adjustable operating platform of concrete placing in the steel column as claimed in claim 1 is characterized in that: described junction plate upper end is the T font, and the lower end is provided with bolt.
4. the adjustable operating platform of concrete placing in the steel column as claimed in claim 1, it is characterized in that: described support body is welded by channel-section steel and angle steel.
5. the adjustable operating platform of concrete placing in the steel column as claimed in claim 1, it is characterized in that: described y axial slide is two, is located at respectively on the middle axial angle steel end face of two y of support body.
6. the adjustable operating platform of concrete placing in the steel column as claimed in claim 1, it is characterized in that: described x axial slide is four, is located at respectively on the two ends of the two ends of an axial angle steel end face of x of support body centre and adjustable angle steel end face.
7. as the adjustable operating platform of concrete placing in claim 1 or the 6 described steel columns, it is characterized in that: be equipped with a junction plate in described each x axial slide.
8. the adjustable operating platform of concrete placing in the steel column as claimed in claim 1, it is characterized in that: described operating platform is held on the steel column otic placode, fixedlys connected with the steel column otic placode by the bolt that the junction plate lower end is provided with.
9. the adjustable operating platform of concrete placing in the steel column as claimed in claim 1, it is characterized in that: described operating platform also comprises cat ladder, described cat ladder and x axial slide articulate.
CN2010205145930U 2010-09-02 2010-09-02 Adjustable operating platform for pouring concrete into steel column Expired - Fee Related CN201738560U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010205145930U CN201738560U (en) 2010-09-02 2010-09-02 Adjustable operating platform for pouring concrete into steel column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010205145930U CN201738560U (en) 2010-09-02 2010-09-02 Adjustable operating platform for pouring concrete into steel column

Publications (1)

Publication Number Publication Date
CN201738560U true CN201738560U (en) 2011-02-09

Family

ID=43553838

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010205145930U Expired - Fee Related CN201738560U (en) 2010-09-02 2010-09-02 Adjustable operating platform for pouring concrete into steel column

Country Status (1)

Country Link
CN (1) CN201738560U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103526918A (en) * 2013-10-18 2014-01-22 中国建筑第八工程局有限公司 Adjustable steel pipe operation platform
CN115492353A (en) * 2022-09-28 2022-12-20 中建八局西北建设有限公司 Assembly type operation platform attached to top of steel pipe column and attachment method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103526918A (en) * 2013-10-18 2014-01-22 中国建筑第八工程局有限公司 Adjustable steel pipe operation platform
CN115492353A (en) * 2022-09-28 2022-12-20 中建八局西北建设有限公司 Assembly type operation platform attached to top of steel pipe column and attachment method thereof

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110209

Termination date: 20150902

EXPY Termination of patent right or utility model