CN205224363U - Connection structure of floor and girder steel - Google Patents
Connection structure of floor and girder steel Download PDFInfo
- Publication number
- CN205224363U CN205224363U CN201520925700.1U CN201520925700U CN205224363U CN 205224363 U CN205224363 U CN 205224363U CN 201520925700 U CN201520925700 U CN 201520925700U CN 205224363 U CN205224363 U CN 205224363U
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- China
- Prior art keywords
- girder steel
- floor
- web
- syndeton
- concrete floor
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Abstract
The utility model discloses a connection structure of floor and girder steel, it includes: the girder steel, the girder steel includes upper limb listrium, bottom wing listrium and web, the web connect in the upper limb listrium with between the bottom wing listrium, concrete floor, the upper limb listrium of girder steel is buried underground inside concrete floor. The upper limb listrium of girder steel and the top of web are buried underground in concrete floor's bottom, can reduce girder steel and concrete floor's gross thickness like this to the usable headroom that the connection structure that reduces girder steel and concrete floor occupy.
Description
Technical field
The utility model relates to a kind of building operations structure, particularly relates to the syndeton of a kind of floor and girder steel.
Background technology
As shown in Figure 1, in prior art floor and girder steel syndeton in, floor 50 is usually directly erected on the upper surface of steel I-beam 51 top flange plate 52.This syndeton constructability, and stabilized structure.But in the syndeton of floor of the prior art and girder steel, the gross thickness of floor 50 and girder steel 51 is the thickness sum of the two, and such floor 50 and girder steel 51 can take the available headway of building.
Summary of the invention
In order to solve the problems of the technologies described above, the utility model provides the syndeton of a kind of floor and girder steel, and the syndeton of floor of the present utility model and girder steel can solve problems of the prior art.
The technical solution of the utility model provides the syndeton of a kind of floor and girder steel, and it comprises:
Girder steel, described girder steel comprises top flange plate, bottom wing listrium and web, and described web is connected between described top flange plate and described bottom wing listrium;
Concrete floor, the top flange plate of described girder steel is embedded in concrete building intralamellar part.
The syndeton of floor of the present utility model and girder steel is improved further and is: the top of described web is also embedded in the inside of described concrete floor, the top of described web offers through hole, described concrete building intralamellar part is provided with reinforced mesh, and the part reinforcing bar of described reinforced mesh is arranged in described through hole.
The syndeton of floor of the present utility model and girder steel is improved further and is: the upper surface of described top flange plate is welded with peg, and described peg is embedded in the inside of described concrete floor.
The syndeton of floor of the present utility model and girder steel is improved further and is: the both sides of described web are respectively provided with a rest, and the side of described rest is welded in described web, and its upper surface fits in the soffit of described concrete floor.
The syndeton of floor of the present utility model and girder steel is improved further and is: described rest is made up of angle steel or steel plate.
The Advantageous Effects of the syndeton of floor of the present utility model and girder steel is: the top flange plate of girder steel and the top of web are embedded in the bottom of concrete floor, the gross thickness of girder steel and concrete floor can be reduced like this, thus the utilized headway that the syndeton reducing girder steel and concrete floor takies.
Accompanying drawing explanation
Fig. 1 is the sectional view of the syndeton of a kind of floor of the prior art and girder steel;
Fig. 2 is the sectional view of the syndeton of floor of the present utility model and girder steel.
Detailed description of the invention
Below by way of specific instantiation, embodiment of the present utility model is described, those skilled in the art the content disclosed by this manual can understand other advantages of the present utility model and effect easily.The utility model can also be implemented or be applied by detailed description of the invention different in addition, and the every details in this manual also can based on different viewpoints and application, carries out various modification or change not deviating under spirit of the present utility model.
Be introduced below in conjunction with the syndeton of accompanying drawing to floor of the present utility model and girder steel:
As shown in Figure 2, the syndeton of floor of the present utility model and girder steel comprises:
Girder steel 10 and concrete floor 11.Girder steel 10 comprises top flange plate 12, bottom wing listrium 13 and web 14, and web 14 is connected between top flange plate 12 and bottom wing listrium 13.Top flange plate 12 and bottom wing listrium 13 are arranged in the horizontal direction in the present embodiment.Concrete floor 11 is also arranged in the horizontal direction, and the top flange plate 12 of girder steel 10 is embedded in the inside of concrete floor 11 from below.
The top of the web 14 of girder steel 10 is also embedded in the inside of concrete floor 11, and the top of web 14 offers through hole, and concrete building intralamellar part is provided with reinforced mesh 15, and the part reinforcing bar of reinforced mesh 15 is arranged in the through hole of web 14.Reinforcing bar through web 14 makes the syndeton girder steel 10 and concrete floor 11 more firm.Be welded with row's peg 16 at the upper surface of top flange plate 12, peg 16 arranges along the axis direction of girder steel 10.Peg 16 is embedded in the inside of concrete floor 11.Peg 16 makes the syndeton between girder steel 10 and concrete floor 11 more firm equally.
The both sides of web 14 are respectively provided with a rest 17, and rest 17 can be made up of angle steel or steel plate.Rest 17 is made up of angle steel in the present embodiment.The side of rest 17 is welded in the side of web 14, and the upper surface of rest 17 fits in the soffit of concrete floor 11.Rest 17 pairs of concrete floors 11 play the effect of support.
The Advantageous Effects of the syndeton of floor of the present utility model and girder steel is: the top flange plate 12 of girder steel 10 and the top of web 14 are embedded in the bottom of concrete floor 11, the gross thickness of girder steel 10 and concrete floor 11 can be reduced like this, thus the utilized headway that the syndeton reducing girder steel 10 and concrete floor 11 takies.
The above is only preferred embodiment of the present utility model, not any pro forma restriction is done to the utility model, although the utility model discloses as above with preferred embodiment, but and be not used to limit the utility model, any those skilled in the art, not departing from the scope of technical solutions of the utility model, make a little change when the technology contents of above-mentioned announcement can be utilized or be modified to the Equivalent embodiments of equivalent variations, in every case be the content not departing from technical solutions of the utility model, according to any simple modification that technical spirit of the present utility model is done above embodiment, equivalent variations and modification, all still belong in the scope of technical solutions of the utility model.
Claims (5)
1. a syndeton for floor and girder steel, is characterized in that comprising:
Girder steel, described girder steel comprises top flange plate, bottom wing listrium and web, and described web is connected between described top flange plate and described bottom wing listrium;
Concrete floor, the top flange plate of described girder steel is embedded in concrete building intralamellar part.
2. the syndeton of floor as claimed in claim 1 and girder steel, it is characterized in that: the top of described web is also embedded in the inside of described concrete floor, the top of described web offers through hole, described concrete building intralamellar part is provided with reinforced mesh, and the part reinforcing bar of described reinforced mesh is arranged in described through hole.
3. the syndeton of floor as claimed in claim 1 and girder steel, it is characterized in that: the upper surface of described top flange plate is welded with peg, described peg is embedded in the inside of described concrete floor.
4. the syndeton of floor as claimed in claim 1 and girder steel, is characterized in that: the both sides of described web are respectively provided with a rest, and the side of described rest is welded in described web, and its upper surface fits in the soffit of described concrete floor.
5. the syndeton of floor as claimed in claim 4 and girder steel, is characterized in that: described rest is made up of angle steel or steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520925700.1U CN205224363U (en) | 2015-11-19 | 2015-11-19 | Connection structure of floor and girder steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520925700.1U CN205224363U (en) | 2015-11-19 | 2015-11-19 | Connection structure of floor and girder steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205224363U true CN205224363U (en) | 2016-05-11 |
Family
ID=55899438
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520925700.1U Expired - Fee Related CN205224363U (en) | 2015-11-19 | 2015-11-19 | Connection structure of floor and girder steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205224363U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908882A (en) * | 2016-05-31 | 2016-08-31 | 安徽富煌建筑设计研究有限公司 | Reinforced concrete box-girder with lowerable section height and construction method thereof |
| CN106639091A (en) * | 2017-02-28 | 2017-05-10 | 苏州昆仑绿建木结构科技股份有限公司 | Laminated wood-concrete combined floor |
| CN107893499A (en) * | 2017-11-23 | 2018-04-10 | 西京学院 | Light-duty spliced steel-concrete building plate composite flat beam and its construction method |
| CN109338899A (en) * | 2018-11-30 | 2019-02-15 | 西安科技大学 | A kind of the steel reinforced concrete combination beam and its construction method of weldless connection part |
| CN111411724A (en) * | 2020-03-30 | 2020-07-14 | 北京工业大学 | Steel beam-concrete composite floor slab combined assembly system |
| CN111411687A (en) * | 2020-03-30 | 2020-07-14 | 北京工业大学 | Novel assembly system |
| CN111502033A (en) * | 2020-05-06 | 2020-08-07 | 无锡锡晟建设有限公司 | Quick mounting structure of full-prefabricated high strength PC floor and girder steel |
-
2015
- 2015-11-19 CN CN201520925700.1U patent/CN205224363U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908882A (en) * | 2016-05-31 | 2016-08-31 | 安徽富煌建筑设计研究有限公司 | Reinforced concrete box-girder with lowerable section height and construction method thereof |
| CN106639091A (en) * | 2017-02-28 | 2017-05-10 | 苏州昆仑绿建木结构科技股份有限公司 | Laminated wood-concrete combined floor |
| CN107893499A (en) * | 2017-11-23 | 2018-04-10 | 西京学院 | Light-duty spliced steel-concrete building plate composite flat beam and its construction method |
| CN109338899A (en) * | 2018-11-30 | 2019-02-15 | 西安科技大学 | A kind of the steel reinforced concrete combination beam and its construction method of weldless connection part |
| CN109338899B (en) * | 2018-11-30 | 2023-06-09 | 西安科技大学 | Steel-concrete composite beam without welding connector and construction method thereof |
| CN111411724A (en) * | 2020-03-30 | 2020-07-14 | 北京工业大学 | Steel beam-concrete composite floor slab combined assembly system |
| CN111411687A (en) * | 2020-03-30 | 2020-07-14 | 北京工业大学 | Novel assembly system |
| CN111502033A (en) * | 2020-05-06 | 2020-08-07 | 无锡锡晟建设有限公司 | Quick mounting structure of full-prefabricated high strength PC floor and girder steel |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Li Qiang Inventor after: Miao Dongmei Inventor after: Ma Rongquan Inventor after: Liang Jianjun Inventor after: Dong Jiyong Inventor after: Feng Guojun Inventor after: Sun Xuefeng Inventor after: Wang Hao Inventor after: Ge Jie Inventor before: Li Qiang Inventor before: Miao Dongmei Inventor before: Ma Rongquan Inventor before: Liang Jianjun Inventor before: Dong Jiyong Inventor before: Feng Guojun Inventor before: Sun Xuefeng Inventor before: Wang Hao Inventor before: Ge Jie |
|
| COR | Change of bibliographic data | ||
| 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: 20160511 Termination date: 20201119 |