CN104278752A - Solid joint column base structure - Google Patents
Solid joint column base structure Download PDFInfo
- Publication number
- CN104278752A CN104278752A CN201410562160.5A CN201410562160A CN104278752A CN 104278752 A CN104278752 A CN 104278752A CN 201410562160 A CN201410562160 A CN 201410562160A CN 104278752 A CN104278752 A CN 104278752A
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- CN
- China
- Prior art keywords
- steel column
- web
- reinforcing plates
- base plate
- steel
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- 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.)
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Abstract
The invention provides a solid joint column base structure which comprises a steel column web, steel column outer edge plates, four reinforcing plates and a bottom plate. One steel column outer edge plate is connected to each of the lateral sides at two ends of the steel column web. The reinforcing plates includes two first reinforcing plates and two second reinforcing plates. The two first reinforcing plates are disposed on the surface of the steel column web. The two second reinforcing plates are respectively connected with the steel column outer edge plates at two ends. The steel column web, the steel column outer edge plates and the reinforcing plates are respectively connected with the upper end of the bottom plate. Anti-shearing steel is disposed at the lower end of the bottom plate. The solid joint column base structure has the advantages that two pairs of reinforcing plates are provided, the whole column base structure is high in strength, and good fixing effect on building structures is achieved.
Description
Technical field
The present invention relates to a kind of building and strengthen structure, particularly a kind of affixed suspension column structure.
Background technology
Nowadays, steel column foot is the connecting elements of steel column and concrete foundation, is usually made up of column root-plate, crab-bolt, stiffening rib etc., its role is to transmit bearing reaction and retrain displacement at the bottom of post.But in actual use; because steel column is subject to various External Force Acting; such as: driving, wind load, earthquake, snow load and steelframe deadweight etc.; shearing can be produced; cause the steel kind design anchor exposing concrete foundation end face to fasten position and often deviation can occur; make the base plate bottom steel column that difficulty is installed maybe cannot install, therefore, have impact on the safety and reliability that steel column connects.
Summary of the invention
The invention provides a kind of affixed suspension column structure, it comprises steel column web, steel column curtain plate, stiffener and a base plate, and the side, two ends of described steel column web is connected to steel column curtain plate described in; Described stiffener quantity is four, comprises two the first stiffeners and two the second stiffeners, and described two first strengthen the surface that version is located at described steel column web, and described two second stiffeners are connected with the described steel column curtain plate at two ends respectively; Described steel column web, steel column curtain plate, stiffener are connected with the upper end of described base plate respectively; Described base plate lower end is provided with primary antibodie shearing shaped steel.
Preferably, described base plate two ends are connected with ground respectively by an anchor bolt.
Preferably, described anchor bolt is connected with described base plate by a nut, pad.
Affixed suspension column structure provided by the invention is provided with two teams' stiffener, and overall suspension column structural strength is high, plays good fixation to building structure.
Certainly, implement arbitrary product of the present invention might not need to reach above-described all advantages simultaneously.
Accompanying drawing explanation
The affixed suspension column structural representation that Fig. 1 provides for the embodiment of the present invention.
Specific embodiment
As shown in Figure 1, embodiments provide a kind of affixed suspension column structure, it comprises steel column web 1, steel column curtain plate 2, stiffener and a base plate 4, and the side, two ends of steel column web 1 is connected to a steel column curtain plate 2; Stiffener quantity is four, comprises two the first stiffeners 31 and two the second stiffeners 32, and described two first strengthen the surface that version 31 is located at steel column web 1, and two second stiffeners 32 are connected with the steel column curtain plate 2 at two ends respectively; Steel column web 1, steel column curtain plate 1, two the first stiffeners 31 are connected with the upper end of base plate 4 respectively with two the second stiffeners 32; Base plate 4 lower end is provided with primary antibodie shearing shaped steel 5.
In the present embodiment, base plate 4 two ends are connected with ground respectively by an anchor bolt 6.
Wherein anchor bolt 6 is connected with base plate 4 by a nut 7, pad 8.
Affixed suspension column structure provided by the invention is provided with two teams' stiffener, and overall suspension column structural strength is high, plays good fixation to building structure.
The disclosed preferred embodiment of the present invention just sets forth the present invention for helping above.Preferred embodiment does not have all details of detailed descriptionthe, does not limit the detailed description of the invention that this invention is only described yet.Obviously, according to the content of this manual, can make many modifications and variations.This manual is chosen and is specifically described these embodiments, is to explain principle of the present invention and practical application better, thus makes art technician understand well and to utilize the present invention.The present invention is only subject to the restriction of claims and four corner and equivalent.
Claims (3)
1. an affixed suspension column structure, is characterized in that, comprises steel column web, steel column curtain plate, stiffener and a base plate, and the side, two ends of described steel column web is connected to steel column curtain plate described in; Described stiffener quantity is four, comprises two the first stiffeners and two the second stiffeners, and described two first strengthen the surface that version is located at described steel column web, and described two second stiffeners are connected with the described steel column curtain plate at two ends respectively; Described steel column web, steel column curtain plate, stiffener are connected with the upper end of described base plate respectively; Described base plate lower end is provided with primary antibodie shearing shaped steel.
2. affixed suspension column structure as claimed in claim 1, is characterized in that, described base plate two ends are connected with ground respectively by an anchor bolt.
3. affixed suspension column structure as claimed in claim 2, is characterized in that, described anchor bolt is connected with described base plate by a nut, pad.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410562160.5A CN104278752A (en) | 2014-10-21 | 2014-10-21 | Solid joint column base structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410562160.5A CN104278752A (en) | 2014-10-21 | 2014-10-21 | Solid joint column base structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104278752A true CN104278752A (en) | 2015-01-14 |
Family
ID=52254055
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410562160.5A Pending CN104278752A (en) | 2014-10-21 | 2014-10-21 | Solid joint column base structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104278752A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105465484A (en) * | 2015-07-13 | 2016-04-06 | 贵阳铝镁设计研究院有限公司 | Steel structure pipeline support mounting method and support structure thereof |
| CN106245769A (en) * | 2016-08-24 | 2016-12-21 | 安徽瑶海钢构建设集团股份有限公司 | A kind of structure of profile steel concrete column beam column universal nodes |
| CN111524443A (en) * | 2020-04-17 | 2020-08-11 | 上海交通大学 | Modular structure mechanics experiment platform wall device |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| JP2007192003A (en) * | 2006-01-18 | 2007-08-02 | Fuso Kiko Kk | Steel column-beam connecting structure |
| CN101311478A (en) * | 2007-05-25 | 2008-11-26 | 贵阳铝镁设计研究院 | Steel column foot reinforced structure |
| CN101311479A (en) * | 2007-05-25 | 2008-11-26 | 贵阳铝镁设计研究院 | Rigid beam reinforced structure for bottom plate of steel column foot |
| CN101691815A (en) * | 2009-09-03 | 2010-04-07 | 中国建筑第四工程局有限公司 | Fast hoisting-aligning method for Large-sized steel frames, and steel frame base structure |
| CN103821162A (en) * | 2014-03-07 | 2014-05-28 | 南通市苏东钢结构有限公司 | Novel socle structure of steel column |
| CN203834682U (en) * | 2014-04-30 | 2014-09-17 | 湖北福鑫重型钢结构工程股份有限公司 | Exposed type column base with shear key |
-
2014
- 2014-10-21 CN CN201410562160.5A patent/CN104278752A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007192003A (en) * | 2006-01-18 | 2007-08-02 | Fuso Kiko Kk | Steel column-beam connecting structure |
| CN101311478A (en) * | 2007-05-25 | 2008-11-26 | 贵阳铝镁设计研究院 | Steel column foot reinforced structure |
| CN101311479A (en) * | 2007-05-25 | 2008-11-26 | 贵阳铝镁设计研究院 | Rigid beam reinforced structure for bottom plate of steel column foot |
| CN101691815A (en) * | 2009-09-03 | 2010-04-07 | 中国建筑第四工程局有限公司 | Fast hoisting-aligning method for Large-sized steel frames, and steel frame base structure |
| CN103821162A (en) * | 2014-03-07 | 2014-05-28 | 南通市苏东钢结构有限公司 | Novel socle structure of steel column |
| CN203834682U (en) * | 2014-04-30 | 2014-09-17 | 湖北福鑫重型钢结构工程股份有限公司 | Exposed type column base with shear key |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105465484A (en) * | 2015-07-13 | 2016-04-06 | 贵阳铝镁设计研究院有限公司 | Steel structure pipeline support mounting method and support structure thereof |
| CN106245769A (en) * | 2016-08-24 | 2016-12-21 | 安徽瑶海钢构建设集团股份有限公司 | A kind of structure of profile steel concrete column beam column universal nodes |
| CN106245769B (en) * | 2016-08-24 | 2018-10-23 | 安徽瑶海钢构建设集团股份有限公司 | A kind of structure of profile steel concrete column beam column universal nodes |
| CN111524443A (en) * | 2020-04-17 | 2020-08-11 | 上海交通大学 | Modular structure mechanics experiment platform wall device |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150114 |