CN103088950A - Floor plate steel truss structure - Google Patents
Floor plate steel truss structure Download PDFInfo
- Publication number
- CN103088950A CN103088950A CN2013100453810A CN201310045381A CN103088950A CN 103088950 A CN103088950 A CN 103088950A CN 2013100453810 A CN2013100453810 A CN 2013100453810A CN 201310045381 A CN201310045381 A CN 201310045381A CN 103088950 A CN103088950 A CN 103088950A
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- reinforcing bar
- web member
- steel bars
- bar
- truss structure
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Abstract
The invention relates to the building technology, in particular to a floor plate steel truss structure. The floor plate steel truss structure comprises a bottom die, web member steel bars fixedly connected with the bottom die, upper chord steel bars fixed on the web member steel bars and lower chord steel bars fixed on the web member steel bars, wherein the upper chord steel bars are arranged between upper ends of a pair of web member steel bars, and the length direction of the upper chord steel bars is in the same direction with the length direction of the web member steel bars, the lower chord steel bars are respectively arranged on lower portions of the corresponding web member steel bars, and horizontal ribs are fixedly connected between two end portions of the same side of each pair of the lower chord steel bars. The floor plate steel truss structure is high in connection strength, a loose weld phenomenon is not prone to occurring in the pouring process, and consequently the floor plates have high bearing capacity.
Description
Technical field
The present invention relates to Building technology, particularly a kind of floor plates steel truss structure.
Background technology
Trussed construction in steel truss floor plates of the prior art is unreasonable, causes in casting process easy sealing-off between web member reinforcing bar and bed die, thereby the bearing strength of destruction floor plates.
Summary of the invention
The purpose of this invention is to provide a kind of floor plates steel truss structure, this steel truss structure bonding strength is high, is difficult for producing the sealing-off phenomenon in casting process, makes floor plates have higher supporting capacity.
Above-mentioned technical purpose of the present invention 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 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 respectively the bottom of corresponding described web member reinforcing bar; Be fixed with horizontal bar between the homonymy both ends of described every pair of lower edge reinforcing bar.
As of the present invention preferred, described horizontal bar is perpendicular to described lower edge reinforcing bar.
As of the present invention preferred, described horizontal bar and wind up and be fixed with vertical bar between reinforcing bar.
As of the present invention preferred, described bed die has the welding bar, and the bottom welding of described web member reinforcing bar is in described welding bar.
As of the present invention preferred, the cross section of described welding bar is triangular in shape.
In sum, the present invention 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 bed die; More due to the setting of vertical bar, further strengthened the bulk strength of steel truss structure; Thereby make floor plates have higher supporting 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.
In 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 present invention is described in further detail.
This specific embodiment is only explanation of the invention; it is not limitation of the present invention; those skilled in the art can make to the present embodiment the modification that there is no creative contribution as required after reading this manual, but as long as all are subject to the protection of Patent Law in claim scope of the present invention.
Embodiment: a kind of floor plates steel truss structure, as shown in Fig. 1-2, comprise bed die 1, bed die 1 has cross section welding bar 11 triangular in shape, and between two welding bars 11 of general every pair of welding bar 11, spacing is 10-15cm, and the present embodiment is 12cm; The bottom welding of every web member reinforcing bar 2 all is welded with in corresponding welding bar 11 reinforcing bar 3 that winds up between the upper end of every pair of web member reinforcing bar 2, 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 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 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 respectively the bottom of corresponding described web member reinforcing bar (2); 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 welding of described web member reinforcing bar (2) is 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 |
|---|---|---|---|
| CN2013100453810A CN103088950A (en) | 2013-02-06 | 2013-02-06 | Floor plate steel truss structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100453810A CN103088950A (en) | 2013-02-06 | 2013-02-06 | Floor plate steel truss structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103088950A true CN103088950A (en) | 2013-05-08 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013100453810A Pending CN103088950A (en) | 2013-02-06 | 2013-02-06 | Floor plate steel truss structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103088950A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727476A (en) * | 2015-04-03 | 2015-06-24 | 王勇 | Assembly type light 3D steel bar truss floor plate and manufacturing method thereof |
| CN105155748A (en) * | 2015-08-27 | 2015-12-16 | 浙江大泰科技股份有限公司 | Integral combining and hoisting in-position structure device for floor plates of reinforcing steel bar trusses |
| CN106760109A (en) * | 2016-12-29 | 2017-05-31 | 杭州嘉奕达实业有限公司 | A kind of dismountable steel bar truss floor support plate of end template and its assembly method |
| CN107201796A (en) * | 2017-07-20 | 2017-09-26 | 浙江之江工程项目管理有限公司 | A kind of truss plate |
| CN111255133A (en) * | 2020-03-15 | 2020-06-09 | 湖南城市学院 | Assembled coincide floor and registrate structure thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3979868A (en) * | 1968-11-04 | 1976-09-14 | Hambro Structural Systems Ltd. | Composite concrete and steel floor construction |
| CN2804224Y (en) * | 2005-07-19 | 2006-08-09 | 柒鼎国际（河南）房地产有限公司 | Reinforcing bar combined floor slab |
| CN201024557Y (en) * | 2007-04-24 | 2008-02-20 | 石云锦 | Adjustable type steel bar truss floor support plate |
| CN102900150A (en) * | 2012-09-26 | 2013-01-30 | 浙江杭萧钢构股份有限公司 | Steel structure building system |
| CN203160491U (en) * | 2013-02-06 | 2013-08-28 | 浙江锐博建材有限公司 | Steel truss structure for floor plates |
-
2013
- 2013-02-06 CN CN2013100453810A patent/CN103088950A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3979868A (en) * | 1968-11-04 | 1976-09-14 | Hambro Structural Systems Ltd. | Composite concrete and steel floor construction |
| CN2804224Y (en) * | 2005-07-19 | 2006-08-09 | 柒鼎国际（河南）房地产有限公司 | Reinforcing bar combined floor slab |
| CN201024557Y (en) * | 2007-04-24 | 2008-02-20 | 石云锦 | Adjustable type steel bar truss floor support plate |
| CN102900150A (en) * | 2012-09-26 | 2013-01-30 | 浙江杭萧钢构股份有限公司 | Steel structure building system |
| CN203160491U (en) * | 2013-02-06 | 2013-08-28 | 浙江锐博建材有限公司 | Steel truss structure for floor plates |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727476A (en) * | 2015-04-03 | 2015-06-24 | 王勇 | Assembly type light 3D steel bar truss floor plate and manufacturing method thereof |
| CN105155748A (en) * | 2015-08-27 | 2015-12-16 | 浙江大泰科技股份有限公司 | Integral combining and hoisting in-position structure device for floor plates of reinforcing steel bar trusses |
| CN106760109A (en) * | 2016-12-29 | 2017-05-31 | 杭州嘉奕达实业有限公司 | A kind of dismountable steel bar truss floor support plate of end template and its assembly method |
| CN107201796A (en) * | 2017-07-20 | 2017-09-26 | 浙江之江工程项目管理有限公司 | A kind of truss plate |
| CN107201796B (en) * | 2017-07-20 | 2019-03-19 | 浙江之江工程项目管理有限公司 | A kind of truss plate |
| CN111255133A (en) * | 2020-03-15 | 2020-06-09 | 湖南城市学院 | Assembled coincide floor and registrate structure thereof |
| CN111255133B (en) * | 2020-03-15 | 2021-03-26 | 湖南城市学院 | Assembled coincide floor and registrate structure thereof |
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| C06 | Publication | ||
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| 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: 20150310 |
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| C41 | Transfer of patent application or patent right or utility model | ||
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Free format text: CORRECT: ADDRESS; FROM: 313000 HUZHOU, ZHEJIANG PROVINCE TO: 523083 DONGGUAN, GUANGDONG PROVINCE |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20150310 Address after: Tai Yuen Street 523083 Guangdong province Dongguan Nancheng District Yayuan Industrial Zone No. 2 Applicant after: South Rainbow new building materials Co Ltd Address before: 313000 Zhejiang city of Huzhou province Deqing County Wukang Purple Street No. 88 Applicant before: Zhejiang Reebo Building Materials Co., Ltd. |
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| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20130508 |