CN203160491U - Steel truss structure for floor plates - Google Patents
Steel truss structure for floor plates Download PDFInfo
- Publication number
- CN203160491U CN203160491U CN 201320066497 CN201320066497U CN203160491U CN 203160491 U CN203160491 U CN 203160491U CN 201320066497 CN201320066497 CN 201320066497 CN 201320066497 U CN201320066497 U CN 201320066497U CN 203160491 U CN203160491 U CN 203160491U
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- CN
- China
- Prior art keywords
- reinforcing bar
- web member
- bar
- floor plates
- steel truss
- 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 relates to building technology, in particular to a steel truss structure for floor plates. According to the technical scheme, the steel truss structure for floor plates comprises a bottom form, web member rebars fixedly connected to the bottom form, and upper and lower chord rebars fixed on the web member rebars. One upper chord rebar is disposed at the upper ends of one pair of web member rebars, and the lengthwise direction of the upper chord rebar and that of the web member rebars are the same. The lower chord rebars are arranged on the lower portions of the web member rebars respectively. A horizontal bar is fixedly connected between the same-side ends of each pair of lower chord rebars. The steel truss structure for floor plates is high in connecting strength, loose weld rarely occurs in casting, and the floor plates are high in bearing capacity.
Description
Technical field
The utility model relates to Building technology, particularly a kind of floor plates steel truss structure.
Background technology
Trussed construction in the steel truss floor plates of the prior art is unreasonable, causes in casting process easy sealing-off between web member reinforcing bar and the bed die, thereby the bearing strength of destruction floor plates.
The utility model content
The purpose of this utility model provides a kind of floor plates steel truss structure, and this steel truss structure bonding strength height is difficult for producing the sealing-off phenomenon in casting process, makes floor plates have advantages of high bearing capacity.
Above-mentioned technical purpose of the present utility model is achieved by the following technical programs: a kind of floor plates steel truss structure, comprise bed die, be fixedly connected on described bed die the web member reinforcing bar, be fixed in wind up reinforcing bar and lower edge reinforcing bar on the described web member reinforcing bar, the described reinforcing bar that winds up is located between the upper end of described a pair of web member reinforcing bar, and the length direction of the length direction of the reinforcing bar that winds up and web member reinforcing bar in the same way; Described lower edge reinforcing bar is located at the bottom of corresponding described web member reinforcing bar respectively; Be fixed with horizontal bar between the homonymy both ends of described every pair of lower edge reinforcing bar.
As of the present utility model preferred, described horizontal bar is perpendicular to described lower edge reinforcing bar.
As of the present utility model preferred, described horizontal bar and wind up and be fixed with vertical bar between the reinforcing bar.
As of the present utility model preferred, described bed die has the welding bar, and the bottom of described web member reinforcing bar is welded in described welding bar.
As of the present utility model preferred, the cross section of described welding bar is triangular in shape.
In sum, the utlity model has following beneficial effect: strengthened the steadiness of two web member reinforcing bar bottoms by arranging of horizontal bar, be difficult for sealing-off thereby make between web member reinforcing bar and the bed die; More owing to the setting of vertical bar, further strengthened the bulk strength of steel truss structure; Thereby make floor plates have advantages of high bearing capacity.
Description of drawings
Fig. 1 is the schematic cross-section of embodiment when horizontal bar and vertical bar are not set;
Fig. 2 is the example structure schematic diagram.
Among the figure, 1, bed die, 11, the welding bar, 2, the web member reinforcing bar, 3, the reinforcing bar that winds up, 4, the lower edge reinforcing bar, 5, horizontal bar, 6, vertical bar.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in further detail.
This specific embodiment only is to explanation of the present utility model; it is not to restriction of the present utility model; those skilled in the art can make the modification that does not have creative contribution to present embodiment as required after reading this manual, but as long as all are subjected to the protection of Patent Law in claim scope of the present utility model.
Embodiment: a kind of floor plates steel truss structure, shown in Fig. 1-2, comprise bed die 1, bed die 1 has cross section welding bar 11 triangular in shape, and spacing is 10-15cm between two welding bars 11 of general every pair of welding bar 11, and present embodiment is 12cm; The bottom of every web member reinforcing bar 2 is welded in corresponding welding bar 11, all is welded with the reinforcing bar 3 that winds up between the upper end of every pair of web member reinforcing bar 2, and the bottom of each web member reinforcing bar 2 is welded with lower edge reinforcing bar 4; Wind up the length direction of reinforcing bar 3 and web member reinforcing bar 2 length direction in the same way; Be fixed with horizontal bar 5 between the homonymy both ends of every pair of lower edge reinforcing bar 4; Horizontal bar 5 is perpendicular to lower edge reinforcing bar 4; Horizontal bar 5 and wind up and be fixed with vertical bar 6 between the reinforcing bar 3.
Claims (5)
1. floor plates steel truss structure, comprise bed die (1), be fixedly connected on described bed die (1) web member reinforcing bar (2), be fixed in the reinforcing bar that winds up (3) and lower edge reinforcing bar (4) on the described web member reinforcing bar (2), it is characterized in that, the described reinforcing bar that winds up (3) is located between the upper end of described a pair of web member reinforcing bar (2), and the length direction of the length direction of the reinforcing bar that winds up (3) and web member reinforcing bar (2) in the same way; Described lower edge reinforcing bar (4) is located at the bottom of corresponding described web member reinforcing bar (2) respectively; Be fixed with horizontal bar (5) between the homonymy both ends of described every pair of lower edge reinforcing bar (4).
2. a kind of floor plates steel truss structure according to claim 1 is characterized in that, described horizontal bar (5) is perpendicular to described lower edge reinforcing bar (4).
3. a kind of floor plates steel truss structure according to claim 1 is characterized in that, is fixed with vertical bar (6) between described horizontal bar (5) and the reinforcing bar that winds up (3).
4. a kind of floor plates steel truss structure according to claim 1 is characterized in that, described bed die (1) has welding bar (11), and the bottom of described web member reinforcing bar (2) is welded in described welding bar (11).
5. a kind of floor plates steel truss structure according to claim 4 is characterized in that, the cross section of described welding bar (11) is triangular in shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320066497 CN203160491U (en) | 2013-02-06 | 2013-02-06 | Steel truss structure for floor plates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320066497 CN203160491U (en) | 2013-02-06 | 2013-02-06 | Steel truss structure for floor plates |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203160491U true CN203160491U (en) | 2013-08-28 |
Family
ID=49021686
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320066497 Expired - Fee Related CN203160491U (en) | 2013-02-06 | 2013-02-06 | Steel truss structure for floor plates |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203160491U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103088950A (en) * | 2013-02-06 | 2013-05-08 | 浙江锐博建材有限公司 | Floor plate steel truss structure |
-
2013
- 2013-02-06 CN CN 201320066497 patent/CN203160491U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103088950A (en) * | 2013-02-06 | 2013-05-08 | 浙江锐博建材有限公司 | Floor plate steel truss structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: NANFANG RUIBO NEW BUILDING MATERIAL CO., LTD. Free format text: FORMER OWNER: ZHEJIANG REEBO BUILDING MATERIALS CO., LTD. Effective date: 20150318 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 313000 HUZHOU, ZHEJIANG PROVINCE TO: 523083 DONGGUAN, GUANGDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150318 Address after: Tai Yuen Street 523083 Guangdong province Dongguan Nancheng District Yayuan Industrial Zone No. 2 Patentee after: South Rainbow new building materials Co Ltd Address before: 313000 Zhejiang city of Huzhou province Deqing County Wukang Purple Street No. 88 Patentee before: Zhejiang Reebo Building Materials Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130828 Termination date: 20160206 |