CN208792806U - A kind of floor of steel structure transformation node - Google Patents
A kind of floor of steel structure transformation node Download PDFInfo
- Publication number
- CN208792806U CN208792806U CN201821219979.1U CN201821219979U CN208792806U CN 208792806 U CN208792806 U CN 208792806U CN 201821219979 U CN201821219979 U CN 201821219979U CN 208792806 U CN208792806 U CN 208792806U
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- floor
- steel
- support plate
- girder steel
- ribbed stiffener
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 87
- 239000010959 steel Substances 0.000 title claims abstract description 87
- 230000009466 transformation Effects 0.000 title description 7
- 239000003351 stiffener Substances 0.000 claims abstract description 30
- 239000002131 composite material Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 8
- 230000005540 biological transmission Effects 0.000 abstract description 5
- 238000000034 method Methods 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a kind of floor of steel structure, and node is transformed, and the floor of steel structure includes original floor, and original floor edge is equipped with girder steel, is connected and fixed between original floor and girder steel by peg；Girder steel is H profile steel, and upper lower flange is each parallel to original floor；Girder steel top flange edge is welded with the support plate for being parallel to original floor；Multiple groups support plate ribbed stiffener is welded in the support plate and girder steel between lower flange and web；Steel beam web plate other side position corresponding with support plate ribbed stiffener is welded with girder steel ribbed stiffener；Multiple newly-increased pegs are welded on form bracing plate, newly-increased floor is connected and fixed by peg and support plate.The utility model way is simple and direct, can guarantee the secure support of newly-increased floor, while the setting of newly-increased peg can also guarantee the horizontal power transmission of floor, this node construction is convenient, power transmission is clear, safe and reliable, the structural steelwork suitable for various scales.
Description
Technical field
The utility model relates to building engineering field, node is transformed in specifically a kind of floor of steel structure.
Background technique
Now with the requirement of urban renewal development, the quantity of existing building strengthening reconstruction project increases year by year in China,
And the case where being frequently encountered reconstruction of floor slab, for the engineering containing steel construction, tradition of the new and old floor at steel beam bearing
Way is to reject a part of concrete so that newly-increased concrete floor can ride on girder steel.Though this way is possible in theory,
But cumbersome and quality of constructing in practical operation is not easy to guarantee, often also needs to remove the peg on original girder steel so that new steel is held
Plate can be laid with, while also need complement peg again, and difficulty of construction is larger.
To solve the above problems, needing to design a kind of floor of steel structure transformation node, difficulty of construction is big and quality can for solution
By the problem of property difference.The design requirement that node is transformed in floor of steel structure is that way is simple and direct, power transmission is clear, safe and reliable, is suitable for
The steel construction improvement project of various scales.
Utility model content
The utility model is exactly to solve the above-mentioned problems, to provide a kind of floor of steel structure transformation node.
The utility model is implemented according to following technical scheme.
A kind of floor of steel structure transformation node, the floor of steel structure includes original floor, and original floor edge is equipped with steel
Beam is connected and fixed between original floor and girder steel by peg；Girder steel is H profile steel, and upper lower flange is each parallel to original building
Plate；Girder steel top flange edge is welded with the support plate for being parallel to original floor；On the support plate and girder steel lower flange and
Multiple groups support plate ribbed stiffener is welded between web；Steel beam web plate other side position corresponding with support plate ribbed stiffener is welded with
Girder steel ribbed stiffener；Multiple newly-increased pegs are welded on form bracing plate, newly-increased floor is fastened on by peg and support plate
Together.
Further, the newly-increased floor is normal concrete floor, composite deck slabs or reinforcing bar purlin
Frame plate floor.
Further, the support plate is welded on the outside of girder steel top flange, and support plate is the steel plate not less than 8mm.
Further, the support plate ribbed stiffener is each perpendicular to web and lower flange, and with support plate and girder steel up and down
The edge of a wing, web welding.
Further, the girder steel ribbed stiffener is each perpendicular to web and lower flange, and corresponding with support plate ribbed stiffener.
The utility model achieves following beneficial effect.
The utility model solves the problems, such as that general floor of steel structure rebuilding construction difficulty is ropy greatly, can be avoided dismounting
Part concrete and peg on original girder steel can guarantee that being reliably connected for original floor and girder steel be not disturbed, keep away simultaneously
Free removal work causes different degrees of injury to original girder steel.This floor of steel structure transformation node way is simple and direct, can guarantee
The secure support of newly-increased floor, while the setting of newly-increased peg can also guarantee the horizontal power transmission of floor, this node construction facilitates,
Power transmission is clear, safe and reliable, the structural steelwork suitable for various scales.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the left view of the utility model.
Wherein, 1. original floor；2. newly-increased floor；3. girder steel；301. top flange；302. lower flange；303. web；4.
Girder steel ribbed stiffener；5. support plate ribbed stiffener；6. support plate；7. peg.
Specific embodiment
Referring to the drawings and embodiment carries out further technology explanation to the utility model.
As shown in Fig. 1~2, a kind of floor of steel structure transformation node, the floor of steel structure includes original floor 1, original
1 edge of floor is equipped with girder steel 3, is connected and fixed between original floor 1 and girder steel 3 by peg 7；Girder steel 3 is H profile steel, on
Lower flange is each parallel to original floor 1；3 top flange of girder steel, 301 edge is welded with the support plate for being parallel to original floor 1
6；Multiple groups support plate ribbed stiffener 5 is welded in the support plate 6 and girder steel 3 between lower flange and web 303；3 web 303 of girder steel is another
Side position corresponding with support plate ribbed stiffener 5 is welded with girder steel ribbed stiffener 4；It is welded on form bracing plate 6 multiple new
Increase peg 7, newly-increased floor 2 is connected and fixed by peg 7 with support plate 6.
The newly-increased floor 2 is normal concrete floor, composite deck slabs or steel bar girder slab-type apartment building plate.
The support plate 6 is welded on the outside of 3 top flange 301 of girder steel, and support plate is the steel plate not less than 8mm.
The support plate ribbed stiffener 5 is each perpendicular to web 303 and lower flange 302, and with support plate 6 and girder steel 3 up and down
The edge of a wing 301,302, the welding of web 303.
The girder steel ribbed stiffener 4 is each perpendicular to web 303 and lower flange 302, and corresponding with support plate ribbed stiffener 5.
The principles of the present invention and application method are as follows:
The node by girder steel 3, newly-increased floor 2, support plate 6, support plate ribbed stiffener 5, girder steel ribbed stiffener 4, peg 7 and
Original floor 1 is constituted.It is mainly used for floor of steel structure improvement project.
When construction, firstly, by beside the top flange of girder steel 3 301 weld form bracing plate 6, form bracing plate 6 with
Support plate ribbed stiffener 5 is welded on girder steel 3 between lower flange and web 303,5 position of support plate ribbed stiffener is corresponded in the girder steel other side and welds
Girder steel ribbed stiffener 4 is connect, then formwork pours floorslab concrete to weld stud 7 on form bracing plate 6, when floor is profiled sheet
When concrete combined floor or steel bar girder slab-type apartment building plate, first laying profiled sheet or steel bar girder plate, weld stud 7 is then again
Pour floorslab concrete.
The specification and spacing of support plate ribbed stiffener 5, girder steel ribbed stiffener 4, depending on the circumstances, its role is to enhance to hold
Power and stability are carried, such as newly-increased load of floor is larger, the biggish support plate of thickness can be used, while increasing and propping up in unit length
The quantity of fagging ribbed stiffener.
Claims (5)
1. node is transformed in a kind of floor of steel structure, the floor of steel structure includes original floor (1), and original floor (1) edge is set
Have girder steel (3), is connected and fixed between original floor (1) and girder steel (3) by peg (7)；Girder steel (3) is H profile steel, up and down
The edge of a wing is each parallel to original floor (1)；It is characterized in that, girder steel (3) top flange (301) edge be welded be parallel to it is original
The support plate (6) of floor (1)；Multiple groups support is welded on the support plate (6) and girder steel (3) between lower flange and web (303)
Plate ribbed stiffener (5)；Girder steel (3) web (303) other side position corresponding with support plate ribbed stiffener (5) is welded with girder steel and adds
Strength rib (4)；It is welded with multiple newly-increased pegs (7) on form bracing plate (6), increases floor (2) newly and passes through peg (7) and support plate
(6) it is connected and fixed.
2. node is transformed in a kind of floor of steel structure as described in claim 1, which is characterized in that the newly-increased floor (2) is general
Logical concrete floor, composite deck slabs or steel bar girder slab-type apartment building plate.
3. node is transformed in a kind of floor of steel structure as described in claim 1, which is characterized in that the support plate (6) is from steel
Welding on the outside of beam (3) top flange (301), support plate are the steel plate not less than 8mm.
4. node is transformed in a kind of floor of steel structure as described in claim 1, which is characterized in that the support plate ribbed stiffener (5)
Be each perpendicular to web (303) and lower flange (302), and with support plate (6) and the upper lower flange (301,302) of girder steel (3), web
(303) it welds.
5. node is transformed in a kind of floor of steel structure as described in claim 1, which is characterized in that the girder steel ribbed stiffener (4) is equal
Perpendicular to web (303) and lower flange (302), and it is corresponding with support plate ribbed stiffener (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821219979.1U CN208792806U (en) | 2018-07-31 | 2018-07-31 | A kind of floor of steel structure transformation node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821219979.1U CN208792806U (en) | 2018-07-31 | 2018-07-31 | A kind of floor of steel structure transformation node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208792806U true CN208792806U (en) | 2019-04-26 |
Family
ID=66203893
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821219979.1U Active CN208792806U (en) | 2018-07-31 | 2018-07-31 | A kind of floor of steel structure transformation node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208792806U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678417A (en) * | 2018-07-31 | 2018-10-19 | 天津市建筑设计院 | A kind of floor of steel structure transformation node |
| CN110939202A (en) * | 2019-12-24 | 2020-03-31 | 杭萧钢构（河北）建设有限公司 | Novel floor horizontal supporting structure and construction method thereof |
-
2018
- 2018-07-31 CN CN201821219979.1U patent/CN208792806U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678417A (en) * | 2018-07-31 | 2018-10-19 | 天津市建筑设计院 | A kind of floor of steel structure transformation node |
| CN108678417B (en) * | 2018-07-31 | 2023-07-21 | 天津市建筑设计院 | A steel structure floor reconstruction node |
| CN110939202A (en) * | 2019-12-24 | 2020-03-31 | 杭萧钢构（河北）建设有限公司 | Novel floor horizontal supporting structure and construction method thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 300074 No. 95 Meteorological Observatory Road, Tianjin, Hexi District Patentee after: Tianjin architectural design and Research Institute Co., Ltd Address before: 300074 No. 95 Meteorological Observatory Road, Tianjin, Hexi District Patentee before: TIANJIN ARCHITECTURE DESIGN INSITUTE |