CN201176656Y - Steel bracket - Google Patents
Steel bracket Download PDFInfo
- Publication number
- CN201176656Y CN201176656Y CNU2008200198879U CN200820019887U CN201176656Y CN 201176656 Y CN201176656 Y CN 201176656Y CN U2008200198879 U CNU2008200198879 U CN U2008200198879U CN 200820019887 U CN200820019887 U CN 200820019887U CN 201176656 Y CN201176656 Y CN 201176656Y
- Authority
- CN
- China
- Prior art keywords
- web
- flange plate
- bracket
- plate
- web plate
- 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
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Abstract
The utility model discloses a steel-made bracket, which comprises a web plate, an upper flange plate and a lower flange plate, wherein the upper flange plate is welded on the upper side of the web plate, the lower flange plate is welded on the lower side, the upper side of the web plate is horizontally arranged, the left side and the right side of the web plate is perpendicular to the upper side, the right side is longer than the left side, the lower side of the web plate is equipped with a lever segment and an inclined segment which are perpendicular to the upper side, the lever segment on the lower side starts the right side, the inclined segment stops the left side, and the shape of the lower flange plate corresponds to the shape of the lower side of the web plate. A lever segment is arranged on the lower side of the web plate of the bracket, the other one lever segment is arranged on the corresponding lower flange plate, when connecting with a steel column, the lower flange plate is vertical, thereby avoiding the defect that non-penetration welding is caused when a lower flange plate of a prior bracket is obliquely connected with the steel column, and increasing the welding quality.
Description
Technical field
The utility model relates to a kind of building unit, specifically is a kind of steel bracket.
Background technology
Mostly precast the concrete boss on concrete column in the early stage factory building of building or the body of wall, this boss is at the architectural bracket that is called, and bracket is used for supporting driving or overhead traveling crane.Along with the rise and the development of steel work industry, present factory building majority is a steel frame construction, and bracket also is steel accordingly.Existing bracket comprises web and welds top flange plate above that and be welded on its following bottom wing listrium, being shaped as of its web is trapezoidal, its top level, vertical and the top of the right and left, bottom be from the right to the left side hypotenuse of updip gradually, the shape of the bottom of bottom wing listrium and web is corresponding, when bracket and steel column butt joint, bottom wing listrium and steel post out of plumb, cause bottom wing listrium and steel post when welding, often to be difficult for the weld defect of penetration, the phenomenon of doing over again because of the welding requirements that does not reach design is a lot, has not only wasted man-hour, has also increased construction cost thus.
The utility model content
The technical problems to be solved in the utility model is at above-mentioned defective, the steel bracket of energy penetration welding when the welding of a kind of bottom wing listrium and steel column frange plate is provided.
For solving the problems of the technologies described above, steel bracket provided by the utility model, comprise web and be welded on the top flange plate on the top of web and be welded on bottom wing listrium in the bottom, its design feature is: the top of described web is horizontally disposed with, the left side is longer than on and the right vertical with the top with the right, the left side of web, the bottom of web is made of a horizontal segment and a tilting section that is parallel to the top, following horizontal segment starts from the right, tilting section terminates in the left side, and the following shape of the shape of bottom wing listrium and web is corresponding.
The bracket of said structure is because the bottom of its web is provided with a horizontal segment, corresponding bottom wing listrium also has a horizontal segment, be vertical when the bottom wing listrium is connected with steel column like this, avoid existing bracket bottom wing listrium and steel column to tilt easily to cause when being connected the not defective of penetration welding, improved welding quality.
Description of drawings
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is described in further detail:
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the shape schematic diagram of the web of the utility model steel bracket;
Fig. 3 is the sectional view of Fig. 1 along the A-A line.
The specific embodiment
As shown in Figure 1, the utility model steel bracket comprises web 1 and the welding frange plate on 101 2 and be welded on bottom wing listrium 3 in its bottom 104 above that.The geometry of web 1 as shown in Figure 2, its top 101 is horizontally disposed with, the left side 102 is longer than on the vertical and the right 103 in the left side 102 and the right 103 and top 101, following 104 are made of a horizontal segment and a tilting section that is parallel to top 101, following 104 horizontal segment is with the right 103 intersects vertically and extend left with tilting section and intersect, and tilting section tilts and crossing with the left side 102 to top 101.Bottom's 104 shapes of the shape of bottom wing listrium 3 and web 1 are corresponding.
As shown in Figure 3, the width of top flange plate 2 and bottom wing listrium 3 is "working"-shaped the cross section of steel bracket greater than the thickness of web 1.
During installation, the right 103 of the web 1 of steel bracket is attached on the steel post 4 welding all can.
Claims (1)
1. steel bracket, comprise web (1) and be welded on the top flange plate (2) on the top (101) of web (1) and be welded on bottom wing listrium (3) in the bottom (104), it is characterized in that: the top (101) of described web (1) is horizontally disposed with, the left side (102) of web (1) vertical with the right (103) with top (101) and the right (103) be longer than the left side (102), the bottom (104) of web (1) is made of a horizontal segment and a tilting section that is parallel to top (101), the horizontal segment of following (104) starts from the right (103), tilting section terminates in the left side (102), and bottom (104) shape of the shape of bottom wing listrium (3) and web (1) is corresponding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200198879U CN201176656Y (en) | 2008-03-28 | 2008-03-28 | Steel bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200198879U CN201176656Y (en) | 2008-03-28 | 2008-03-28 | Steel bracket |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201176656Y true CN201176656Y (en) | 2009-01-07 |
Family
ID=40216674
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200198879U Expired - Fee Related CN201176656Y (en) | 2008-03-28 | 2008-03-28 | Steel bracket |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201176656Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101875475B (en) * | 2010-06-01 | 2012-07-25 | 中国核工业华兴建设有限公司 | Ring crane corbel for nuclear power station and manufacturing method thereof |
| CN103388340A (en) * | 2012-05-07 | 2013-11-13 | 中铁十局集团第五工程有限公司 | Lengthened back pressure bracket |
-
2008
- 2008-03-28 CN CNU2008200198879U patent/CN201176656Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101875475B (en) * | 2010-06-01 | 2012-07-25 | 中国核工业华兴建设有限公司 | Ring crane corbel for nuclear power station and manufacturing method thereof |
| CN103388340A (en) * | 2012-05-07 | 2013-11-13 | 中铁十局集团第五工程有限公司 | Lengthened back pressure bracket |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: SHANDONG CLASSICAL CONSTRUCTION SCIENCE AND TECHNO Free format text: FORMER NAME: SHANDONG CLASSICAL CONSTRUCTION ENGINEERING CO., LTD. |
|
| CP03 | Change of name, title or address |
Address after: Weifang City, Shandong province outside the City West Ring North Shun King Street resident office, post code: 262200 Patentee after: Shandong Jingdian Construction Engineering Co., Ltd. Address before: Weifang City, Shandong Province, West Outer Ring North First Shun Wang Street resident office, post code: 262200 Patentee before: Shandong Jingdian Construction Engineering Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090107 Termination date: 20150328 |
|
| EXPY | Termination of patent right or utility model |