CN202170649U - Temporary support steel frame for steel structure - Google Patents

Temporary support steel frame for steel structure Download PDF

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Publication number
CN202170649U
CN202170649U CN 201120266891 CN201120266891U CN202170649U CN 202170649 U CN202170649 U CN 202170649U CN 201120266891 CN201120266891 CN 201120266891 CN 201120266891 U CN201120266891 U CN 201120266891U CN 202170649 U CN202170649 U CN 202170649U
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CN
China
Prior art keywords
standard component
capital
suspension column
steel
shellfish thunder
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 - Lifetime
Application number
CN 201120266891
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Chinese (zh)
Inventor
任慧军
罗锦良
吴佳
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.)
Second Construction Engineering Co Ltd of China Construction Third Engineering Division
Original Assignee
Second Construction Engineering Co Ltd of China Construction Third Engineering Division
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.)
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Priority to CN 201120266891 priority Critical patent/CN202170649U/en
Application granted granted Critical
Publication of CN202170649U publication Critical patent/CN202170649U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model relates to a temporary support steel frame for a steel structure. The temporary support steel frame comprises a socle standard component, a fust standard component and a capital non-standard component and is characterized in that the two ends of the fust standard component are respectively and fixedly connected with a socle fitting of the socle standard component and a capital fitting of the capital non-standard component as a whole. The temporary support steel frame has the advantages of light dead weight, simple structure, quickness in erection, good bearing performance, high safety factor and the like, ensures that sequence construction can be performed effectively during the mounting process of trussed beams, and has the characteristics of high construction speed, high mounting precision and remarkable comprehensive economic benefit.

Description

The interim supporting steel frame of steel work
Technical field
The utility model belongs to the construction work field of steel structure construction, relates in particular to a kind of large-span steel interim supporting steel frame device is installed.
Background technology
The modern architecture steel work is increasingly sophisticated, except simple, the regular moulding of tradition, and the increasing characteristic that becomes the modern architecture steel work of characteristics such as large span, multi-functional, complex-shaped, technical requirements height.And span is big, from heavy member just need under reasonably mounting process and measure, just can guarantee both quality and quantity, safe construction.The most frequently used supporting tool is exactly a moulding bed in the large-span steel construction at present.But the ubiquitous problem of traditional moulding bed is: fabrication cycle is long, and splicing accuracy is low, and reuse is poor, and efficiency of construction is low etc.
Summary of the invention
The purpose of the utility model is in order to overcome problem and the shortcoming that above-mentioned prior art exists; Provide a kind of steel work interim supporting steel frame, the utility model is applied to shellfish thunder frame that Steel Structure Installation is interim to be supported, and has given full play to that it is simple in structure; Convenient transportation; Set up fast, the advantage that load-carrying properties are good, speed of application is fast and safe and reliable; The capital non-standard component is made according to actual condition, can effectively control setting height(from bottom) and precision; The demand of personnel operation, easy construction is satisfied in geometrical construction, can accelerate work efficiency; The assembly unit of shellfish thunder frame is simple, quick, and interchangeability is good, can reuse, and overall economic efficiency is remarkable.
The technical scheme of the utility model is:
The interim supporting steel frame of steel work comprises suspension column standard component, shaft standard component, capital non-standard component, it is characterized in that: shaft standard component two ends are consolidated into one with the suspension column accessory of suspension column standard component and the capital accessory of capital non-standard component respectively through latch.
Described suspension column standard component sits beam by two shaped steel and four suspension column accessories are formed, and every shaped steel is sat two suspension column accessories of beam welding.
Described shaft standard component by shellfish thunder sheet, link bar and latch is formed, through latch two shellfish thunder sheets are spliced to form shellfish thunder blade unit in twos; Two shellfish thunder blade units are pressed the relative assembly unit of constant spacing, and side direction supports with linking bar, is assembled into shellfish thunder frame unit, through latch shellfish thunder frame unit splicing is become the shaft standard component.
Described capital non-standard component is made up of shaped steel pedestal and capital accessory, and the capital accessory is welded on the shaped steel pedestal.
The utlity model has from heavy and light, simple in structure, set up quick, good, the safety factor advantages of higher of load-bearing property, in the truss installation process, can carry out effective flowing water construction, construction speed is fast, installation accuracy is high, overall economic efficiency is remarkable.
Description of drawings
Fig. 1 is the structural representation of the utility model.
Fig. 2 is the STRUCTURE DECOMPOSITION sketch map of the utility model.
Among the figure: 1 suspension column standard component, 2 shaft standard components, 3 capital non-standard components, 4 shaped steel are sat beam, 5 shellfish suspension column accessories, 6 shellfish thunder sheets, 7 shellfish thunder blade units, 8 link bar, 9 shellfish thunder frame unit, 10 shaped steel pedestals, 11 capital accessories.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is carried out detailed explanation:
Like Fig. 1, shown in 2, the utility model comprises suspension column standard component 1; Shaft standard component 2; Capital non-standard component 3, shaft standard component 2 two ends are consolidated into one with the suspension column accessory 5 of suspension column standard component 1 and the capital accessory 11 of capital non-standard component 3 respectively through latch, are assembled into the interim supporting steel frame of steel work.
Like Fig. 1, shown in 2, suspension column standard component 1, shaft standard component 2, capital non-standard component 3 are constructed as follows: the suspension column standard component sits beams 4 by two shaped steel and four suspension column accessories 5 are formed, and suspension column accessory 5 is welded in shaped steel and sits on the beam 4; Through latch two shellfish thunder sheets 6 are spliced to form shellfish thunder blade unit 7 in twos, two shellfish thunder blade units are pressed the relative assembly unit of constant spacing, side direction supports with linking bar 8, is assembled into shellfish thunder frame unit 9, through latch shellfish thunder frame unit 9 is assembled into shaft standard component 2; Capital non-standard component 3 is made up of shaped steel pedestal 10 and capital accessory 11, and capital accessory 11 is welded on the shaped steel pedestal 10.
The construction sequence of the interim supporting steel frame of steel work of the utility model is following:
1, calculates interim supporting steel frame load parameter according to field working conditions, collect 321 type shellfish thunder frame relative dimensions and performance parameters simultaneously;
2, tentatively definite shaped steel is sat beam, shaped steel pedestal, is linked pole stock matter and size, confirms capital non-standard component height as the case may be, then according to the interim supporting steel frame safety of preliminary design checking computations.Interim supporting steel frame safety checking computations mainly comprise checking computations of vertical stability property and lateral stability checking computations.
The checking computations of vertical stability property comprise that mainly shellfish thunder frame compressive stress is calculated, the vertical stability property checking computations of shaft standard component, the wind load checking computations of lateral stability checking computations steelframe, the external stability checking computations of shaft standard component plane.After accomplishing interim supporting steel frame design and safety calculating, carry out interim supporting steel frame assembly unit:
(1) the suspension column standard component is made: suspension column accessory 5 is welded in shaped steel by Design Orientation sits on the beam 4, be assembled into suspension column standard component 1.
(2) shaft standard component assembly unit: through latch with two shellfish thunder sheets 6 in twos to connecting, form shellfish thunder blade unit 7; With two shellfish thunder blade units 7 by design pitch through linking bar 8 relative assembly units, be assembled into shellfish thunder frame unit 9; Through latch two shellfish thunder frame unit 9 are docked in twos, be assembled into shaft standard component 2.
(3) the capital non-standard component is made: make shaped steel pedestal 10 by Design and Machining, capital accessory 11 is welded on the shaped steel pedestal 10 by Design Orientation, be assembled into capital non-standard component 3.
(4) interim supporting steel frame assembly unit: through latch shaft standard component 2 and suspension column standard component 1, capital non-standard component 3 are fixed as one into the interim supporting steel frame assembly unit of steel work and accomplish.

Claims (4)

1. the interim supporting steel frame of steel work comprises suspension column standard component, shaft standard component, capital non-standard component, it is characterized in that: shaft standard component two ends are consolidated into one with the suspension column accessory of suspension column standard component and the capital accessory of capital non-standard component respectively through latch.
2. the interim supporting steel frame of steel work according to claim 1 is characterized in that: described suspension column standard component sits beam by two shaped steel and four suspension column accessories are formed, and every shaped steel is sat two suspension column accessories of beam welding.
3. the interim supporting steel frame of steel work according to claim 1 is characterized in that: described shaft standard component by shellfish thunder sheet, link bar and latch is formed, through latch two shellfish thunder sheets are spliced to form shellfish thunder blade unit in twos; Two shellfish thunder blade units are pressed the relative assembly unit of constant spacing, and side direction supports with linking bar, is assembled into shellfish thunder frame unit, through latch shellfish thunder frame unit splicing is become the shaft standard component.
4. the interim supporting steel frame of steel work according to claim 1 is characterized in that: described capital non-standard component is made up of shaped steel pedestal and capital accessory, and the capital accessory is welded on the shaped steel pedestal.
CN 201120266891 2011-07-22 2011-07-22 Temporary support steel frame for steel structure Expired - Lifetime CN202170649U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201120266891 CN202170649U (en) 2011-07-22 2011-07-22 Temporary support steel frame for steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201120266891 CN202170649U (en) 2011-07-22 2011-07-22 Temporary support steel frame for steel structure

Publications (1)

Publication Number Publication Date
CN202170649U true CN202170649U (en) 2012-03-21

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201120266891 Expired - Lifetime CN202170649U (en) 2011-07-22 2011-07-22 Temporary support steel frame for steel structure

Country Status (1)

Country Link
CN (1) CN202170649U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104088580A (en) * 2014-06-27 2014-10-08 中建四局第一建筑工程有限公司 Combined gate capable of realizing turnover use, and production method for same
CN104675143A (en) * 2014-12-31 2015-06-03 上海市机械施工集团有限公司 Heavy lattice type support system and using method thereof
CN105003090A (en) * 2015-08-18 2015-10-28 广西建工集团第五建筑工程有限责任公司 Temporary support frame for mounting assembly type steel structure
CN105908992A (en) * 2016-06-22 2016-08-31 浙江省二建钢结构有限公司 Temporary support device and temporary support method for inclined column of building steel structure
CN105926854A (en) * 2016-06-22 2016-09-07 浙江省二建钢结构有限公司 Temporary supporting mechanism and temporary supporting method of steel-structure oblique column
CN111021782A (en) * 2019-12-27 2020-04-17 上海建工五建集团有限公司 Support device and construction method thereof

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104088580A (en) * 2014-06-27 2014-10-08 中建四局第一建筑工程有限公司 Combined gate capable of realizing turnover use, and production method for same
CN104088580B (en) * 2014-06-27 2016-04-27 中建四局第一建筑工程有限公司 A kind of Combined gate having enough to meet the need use and preparation method thereof
CN104675143A (en) * 2014-12-31 2015-06-03 上海市机械施工集团有限公司 Heavy lattice type support system and using method thereof
CN105003090A (en) * 2015-08-18 2015-10-28 广西建工集团第五建筑工程有限责任公司 Temporary support frame for mounting assembly type steel structure
CN105003090B (en) * 2015-08-18 2017-07-21 广西建工集团第五建筑工程有限责任公司 Temporary support frame for mounting assembly type steel structure
CN105908992A (en) * 2016-06-22 2016-08-31 浙江省二建钢结构有限公司 Temporary support device and temporary support method for inclined column of building steel structure
CN105926854A (en) * 2016-06-22 2016-09-07 浙江省二建钢结构有限公司 Temporary supporting mechanism and temporary supporting method of steel-structure oblique column
CN105926854B (en) * 2016-06-22 2018-04-20 浙江省二建钢结构有限公司 The temporary support mechanism and temporary support method of the oblique column of steel construction
CN105908992B (en) * 2016-06-22 2018-04-20 浙江省二建钢结构有限公司 The supporting apparatus and temporary support method of the oblique column of building steel structure
CN111021782A (en) * 2019-12-27 2020-04-17 上海建工五建集团有限公司 Support device and construction method thereof

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Granted publication date: 20120321