CN203049914U - Profile steel concrete column structure - Google Patents
Profile steel concrete column structure Download PDFInfo
- Publication number
- CN203049914U CN203049914U CN 201220729823 CN201220729823U CN203049914U CN 203049914 U CN203049914 U CN 203049914U CN 201220729823 CN201220729823 CN 201220729823 CN 201220729823 U CN201220729823 U CN 201220729823U CN 203049914 U CN203049914 U CN 203049914U
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- China
- Prior art keywords
- edge
- wing
- flanges
- shaped steel
- profile 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.)
- Expired - Lifetime
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a profile steel concrete column structure, comprising a concrete upright column and profile steel arranged in the concrete upright column. The profile steel is composed of a crossed web plate, first flanges arranged at the side of the web plate in a crossed way and a second flange which is parallel to the first flanges and arranged in the middle of the web plate; and the widths of the first flanges and the second flange are equal to or smaller than 300mm. The widths of the flanges of the profile steel are reduced, so that a reinforcing steel bar in a beam can pass through two sides of the flanges but not penetrate through the flanges and extend forwards when anchored in the concrete upright. Thus, the construction complexity is greatly lowered, the construction time is shortened, and the construction quality is improved.
Description
Technical field
The utility model relates to building structure, and relating in particular to is a kind of shaped steel concrete post-reinforced concrete beam structure.
Background technology
In high level and the superelevation layer earthquake proof construction engineering, often adopt shaped steel concrete post-reinforced concrete beam structure to resist the destruction of seismic forces as framework both at home and abroad.As shown in Figure 1, be provided with shaped steel in the concrete column 3, this shaped steel is made of the edge of a wing 1 and web 2, yet when the reinforcing bar 5 in the crossbeam 4 anchored in the column 3, part reinforcing bar 5 need pass the edge of a wing 1 or the web 2 of shaped steel in the post.Because in the work progress, it is extremely difficult that reinforcing bar passes the edge of a wing or the web of shaped steel, therefore reduced efficiency of construction, also causes bigger influence to construction period and construction quality.
In the work progress, the edge of a wing or the web that pass shaped steel when how to avoid reinforcing bar to anchor into column are the industry problem demanding prompt solutions.
Summary of the invention
The utility model proposes a kind of employing diesis double-vane edge shaped steel concrete rod structure in order to solve the problems of the technologies described above, and reducing the width on the edge of a wing, and reaches the purpose of avoiding reinforcing bar to wear shaped steel.
A kind of shaped steel concrete rod structure that the utility model proposes, it comprises: concrete column and the shaped steel of being located in this concrete column.This shaped steel is located at the second middle edge of a wing of web by the web of cross shape with first edge of a wing of being located at the web side, parallel first edge of a wing and is constituted; The width on described first edge of a wing and second edge of a wing is equal to or less than 300mm.
The utility model changes the flange width of shaped steel in the concrete column little, increases by an edge of a wing again in the middle of web, forms double-vane edge structure.The flange width that changes after little probably is equal to or less than 300mm.The edge of a wing change little after, the reinforcing bar in the crossbeam anchors in the column smoothly with regard to not bumping shaped steel, thereby greatly reduces construction complexity and shortened the engineering time, has improved construction quality.
Description of drawings
Fig. 1 is existing shaped steel concrete post-reinforced concrete beam structural representation;
Fig. 2 is shaped steel concrete post-reinforced concrete beam structural representation of utility model type embodiment.
The specific embodiment
As shown in Figure 2, a kind of shaped steel concrete rod structure that the utility model embodiment provides, it comprises: concrete column 3 and the shaped steel of being located in this concrete column.This shaped steel is located at the second middle edge of a wing 8 of web by the web 6 of cross shape with first edge of a wing 7 of being located at the web side, parallel first edge of a wing and is constituted.The width on first edge of a wing 7 and second edge of a wing 8 is equal to or less than 300mm.
Please read Fig. 2 because the edge of a wing 7 of shaped steel, 8 narrowed width, when the reinforcing bar 5 in the crossbeam 4 anchors into concrete column 3, can be from the edge of a wing 7,8 both sides process, stretch forward again and need not to penetrate the edge of a wing.So that greatly reduce the construction complexity and shortened the engineering time, improved construction quality.For guaranteeing construction quality, also can arrange the auxiliary reinforcement 9 of a diameter 12mm in 7 outsides, first edge of a wing.
The above only is preferred embodiment of the present utility model; not in order to limit the utility model; all any modifications of within spirit of the present utility model and principle, doing, be equal to and replace and improvement etc., all should be included within the protection domain of the present utility model.
Claims (1)
1. shaped steel concrete rod structure, comprise concrete column (1) and be located at shaped steel in this concrete column, it is characterized in that described shaped steel is located at second edge of a wing of first edge of a wing (7) of web side, parallel first edge of a wing being located in the middle of the web (8) and is constituted with intersecting by the web (6) of cross shape; The width of described first edge of a wing (7) and second edge of a wing (8) is equal to or less than 300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220729823 CN203049914U (en) | 2012-12-27 | 2012-12-27 | Profile steel concrete column structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220729823 CN203049914U (en) | 2012-12-27 | 2012-12-27 | Profile steel concrete column structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203049914U true CN203049914U (en) | 2013-07-10 |
Family
ID=48732881
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220729823 Expired - Lifetime CN203049914U (en) | 2012-12-27 | 2012-12-27 | Profile steel concrete column structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203049914U (en) |
-
2012
- 2012-12-27 CN CN 201220729823 patent/CN203049914U/en not_active Expired - Lifetime
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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: A + E DESIGN CO., LTD. Free format text: FORMER NAME: SHENZHEN A+E DESIGN CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 518000 Guangdong city of Shenzhen province Futian District HUAFA North Road No. 30 Patentee after: SHENZHEN A+E DESIGN CO.,LTD. Address before: 518000 Guangdong city of Shenzhen province Futian District HUAFA North Road No. 30 Patentee before: Shenzhen A+E Design Co.,Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20130710 |
|
| CX01 | Expiry of patent term |