CN206053080U - A kind of floor mounting structure for steel house - Google Patents
A kind of floor mounting structure for steel house Download PDFInfo
- Publication number
- CN206053080U CN206053080U CN201620989694.0U CN201620989694U CN206053080U CN 206053080 U CN206053080 U CN 206053080U CN 201620989694 U CN201620989694 U CN 201620989694U CN 206053080 U CN206053080 U CN 206053080U
- Authority
- CN
- China
- Prior art keywords
- steel
- secondary beam
- floor
- girder
- profile
- 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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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of floor mounting structure for steel house, including steel column, H profile steel girder and T-steel secondary beam, the H profile steel girder two ends are welded with connection sheet, above the steel column, side offers location hole, the connection sheet is mounted by means of bolts on location hole, and the H profile steel girder is provided with four, and square or rectanglar arrangement, T-steel secondary beam is connected between two parallel H profile steel girders, on the T-steel secondary beam, floor is placed with.This utility model considers horizontal translocation during earthquake, the width of T-steel suitably can increase, T-steel secondary beam can adopt welding with the connection of girder, can also be with bolts, the spacing of secondary beam is determined according to the width of floor, floor is rest directly upon in the rectangular channel that girder and secondary beam are surrounded during use, installs simple, and firmly.
Description
Technical field
This utility model is related to building structure technology field, and specially a kind of floor for steel house installs knot
Structure.
Background technology
It is usually that floor is directly layered on above girder steel to be fixed that the floor of existing steel house is installed at present, most
Girder steel is covered by decorative ceiling process afterwards.The mounting means of this floor, will take more space, reduce story height
Degree, and when house runs into earthquake natural disaster, rocking for main body can cause floor to shift, and can produce floor and drop when serious
Occur Deng dangerous situation.
The content of the invention
The purpose of this utility model is to provide a kind of floor mounting structure for steel house, to solve the above-mentioned back of the body
The problem proposed in scape technology.
For achieving the above object, this utility model provides following technical scheme：A kind of floor for steel house is pacified
Assembling structure, including steel column, H profile steel girder and T-steel secondary beam, the H profile steel girder two ends are welded with connection sheet, on the steel column
Square side offers location hole, and the connection sheet is mounted by means of bolts on location hole, and the H profile steel girder is provided with four
Root, and the arrangement of square or rectangular arranged, are connected with T-steel secondary beam between two parallel H profile steel girders, described T-shaped
Floor is placed with steel secondary beam.
Preferably, the steel column adopts steel box column.
Preferably, the T-steel secondary beam is provided with several, and is placed in parallel between T-steel secondary beam, the T-steel
The spacing of beam is equal with the width of floor.
Preferably, the T-steel secondary beam adopts a kind of attachment structure in welding or bolt connection with H profile steel girder.
Compared with prior art, the beneficial effects of the utility model are：Level when this utility model considers earthquake is pushed away
Move, the width of T-steel suitably can increase, T-steel secondary beam can adopt welding with the connection of girder, it would however also be possible to employ bolt connects
Connect, the spacing of secondary beam is determined according to the width of floor, and floor is rest directly upon the rectangular channel that girder and secondary beam are surrounded during use
In, install simple, and firmly.
Description of the drawings
Fig. 1 is this utility model overall structure diagram；
Fig. 2 is this utility model T-steel secondary beam sectional view.
In reference：1- steel columns；2-H steel main beams；3-T shaped steel secondary beams；4- connection sheets；5- location holes；6- floors.
Specific embodiment
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only this utility model a part of embodiment, rather than whole
Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of this utility model protection.
Refer to Fig. 1-2, a kind of embodiment that this utility model is provided：A kind of floor for steel house installs knot
Structure, including steel column 1, H profile steel girder 2 and T-steel secondary beam 3,2 two ends of H profile steel girder are welded with connection sheet 4,1 top side of steel column
Location hole 5 is offered, connection sheet 4 is mounted by means of bolts on location hole 5, H profile steel girder 2 is provided with four, and in just
Square or rectanglar arrangement, is connected with T-steel secondary beam 3 between two parallel H profile steel girders 2, is placed with T-steel secondary beam 3
Floor 6, steel column 1 adopt steel box column, T-steel secondary beam 3 to be provided with several, and are placed in parallel between T-steel secondary beam 3, T-steel
Spacing between secondary beam 3 is equal with the width of floor 6, and T-steel secondary beam 3 is with H profile steel girder 2 using in welding or bolt connection
A kind of attachment structure.
Operation principle：This utility model considers horizontal translocation during earthquake, and the width of T-steel secondary beam 3 suitably can increase
Plus, T-steel secondary beam 3 can adopt welding with the connection of H profile steel girder 2, it would however also be possible to employ bolt connection, between T-steel secondary beam 3
Away from determining according to the width of floor, floor 6 is rest directly upon the rectangle that T-steel secondary beam 3 and H profile steel girder 2 are surrounded during use
In groove, install simple, and firmly.
It is obvious to a person skilled in the art that this utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of without departing substantially from spirit or essential attributes of the present utility model, can realize that this practicality is new in other specific forms
Type.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, this practicality is new
The scope of type is by claims rather than described above is limited, it is intended that the equivalency fallen in claim is contained
All changes in justice and scope are included in this utility model.Any reference in claim should not be considered as restriction
Involved claim.
Claims (4)
1. a kind of floor mounting structure for steel house, including steel column (1), H profile steel girder (2) and T-steel secondary beam
(3), it is characterised in that：H profile steel girder (2) two ends are welded with connection sheet (4), and above the steel column (1), side offers
Location hole (5), the connection sheet (4) are mounted by means of bolts on location hole (5), and the H profile steel girder (2) is provided with four
Root, and square or rectanglar arrangement, are connected with T-steel secondary beam (3), the T between two parallel H profile steel girders (2)
Floor (6) is placed with shaped steel secondary beam (3).
2. a kind of floor mounting structure for steel house according to claim 1, it is characterised in that：The steel column
(1) adopt steel box column.
3. a kind of floor mounting structure for steel house according to claim 1, it is characterised in that：It is described T-shaped
Steel secondary beam (3) is provided with several, and is placed in parallel between T-steel secondary beam (3), the spacing between the T-steel secondary beam (3) with
The width of floor (6) is equal.
4. a kind of floor mounting structure for steel house according to claim 1, it is characterised in that：It is described T-shaped
Steel secondary beam (3) is with H profile steel girder (2) using a kind of attachment structure in welding or bolt connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620989694.0U CN206053080U (en) | 2016-08-30 | 2016-08-30 | A kind of floor mounting structure for steel house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620989694.0U CN206053080U (en) | 2016-08-30 | 2016-08-30 | A kind of floor mounting structure for steel house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206053080U true CN206053080U (en) | 2017-03-29 |
Family
ID=58377477
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620989694.0U Expired - Fee Related CN206053080U (en) | 2016-08-30 | 2016-08-30 | A kind of floor mounting structure for steel house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206053080U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021611A (en) * | 2019-11-26 | 2020-04-17 | 广东珠江建筑工程设计有限公司 | Sandwich floor structure and construction process |
-
2016
- 2016-08-30 CN CN201620989694.0U patent/CN206053080U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021611A (en) * | 2019-11-26 | 2020-04-17 | 广东珠江建筑工程设计有限公司 | Sandwich floor structure and construction process |
| CN111021611B (en) * | 2019-11-26 | 2021-10-22 | 广东珠江建筑工程设计有限公司 | Sandwich floor structure and construction process |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170329 Termination date: 20190830 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |