CN220285017U - Steel frame with stiffening nodes of box column root raw floor slab - Google Patents
Steel frame with stiffening nodes of box column root raw floor slab Download PDFInfo
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- CN220285017U CN220285017U CN202322045773.9U CN202322045773U CN220285017U CN 220285017 U CN220285017 U CN 220285017U CN 202322045773 U CN202322045773 U CN 202322045773U CN 220285017 U CN220285017 U CN 220285017U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 171
- 239000010959 steel Substances 0.000 title claims abstract description 171
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 4
- 230000008878 coupling Effects 0.000 description 3
- 238000010168 coupling process Methods 0.000 description 3
- 238000005859 coupling reaction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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Abstract
The utility model relates to a steel frame with stiffening nodes of a box column root raw floor slab, and relates to the technical field of modularized boxes; comprises a steel frame and a supporting part; the steel frame comprises a supporting structure for supporting the modularized box body, the supporting structure comprises four steel columns and four first steel beams, the four steel columns are perpendicular to the ground and parallel to each other, the four steel columns are distributed in a rectangular mode, the four first steel beams are perpendicular to the four steel columns and distributed, two ends of the four first steel beams are respectively connected to adjacent steel columns, and the four first steel beams are enclosed into a rectangle; the supporting part comprises a second steel beam, the second steel beam is arranged at the intersection diagonal position of the adjacent first steel beams, and two ends of the second steel beam are respectively connected to the adjacent first steel beams; the upper flange of the second steel beam is flatly paved with a steel plate, the steel plate is connected with a connecting plate, and a connecting piece for fixing the modularized box body is arranged on the connecting plate. The utility model has the beneficial effects that: and the universality of the steel frame is improved.
Description
Technical Field
The utility model relates to the technical field of modularized boxes, in particular to a steel frame with stiffening nodes of a box column root raw floor slab.
Background
At present, with the rapid development of the modern building industry, building construction methods are updated continuously, and modularized buildings are more and more. The modular box body prefabricated in advance is adopted, the modular box body is carried to a construction site for installation in the construction process, however, the sizes of the existing modular box bodies are different, and if the steel frame for assembling the modular box body cannot be matched with the modular box body with the size during construction, the construction cannot be performed.
Disclosure of Invention
In order to overcome the defects of the prior art, the utility model provides the steel frame with the stiffening nodes of the box column root green floor, and the type of the adapted modularized box body size is improved by arranging the supporting parts on the steel frame, so that the universality of the steel frame is improved.
The technical scheme adopted for solving the technical problems is as follows: in a steel frame with stiffening nodes for a box column root deck, the improvement comprising: comprises a steel frame and a supporting part;
the steel frame comprises a supporting structure for supporting the modularized box body, the supporting structure comprises four steel columns and four first steel beams, the four steel columns are perpendicular to the ground and parallel to each other, the four steel columns are distributed in a rectangular mode, the four first steel beams are perpendicular to the four steel columns and distributed, two ends of the four first steel beams are respectively connected to adjacent steel columns, and the four first steel beams are enclosed into a rectangle;
the supporting part comprises a second steel beam, the second steel beam is arranged at the intersection diagonal position of the adjacent first steel beams, and two ends of the second steel beam are respectively connected to the adjacent first steel beams; the upper flange of the second steel beam is flatly paved with a steel plate, the steel plate is connected with a connecting plate, and a connecting piece for fixing the modularized box body is arranged on the connecting plate.
The connecting plate in the technical scheme is made of steel.
The connecting piece in above-mentioned technical scheme be locating cone and bolt, locating cone and bolt install perpendicularly on the connecting plate.
The connecting plate in the technical scheme is welded on the steel plate.
The number of the supporting parts in the technical scheme is four, and the supporting parts are respectively arranged at the intersection diagonal positions of the four first steel beams and the adjacent first steel beams.
According to the technical scheme, the stiffening plate is arranged between the upper flange and the lower flange of the second steel beam, and the stiffening plate is vertically arranged between the upper flange and the lower flange.
In the above technical scheme, the lower flange of the second steel beam is connected with a mounting plate, the mounting plate is horizontally connected to one side of the lower flange, the upper flange of the second steel beam is located between the upper flange and the lower flange of the first steel beam, the lower flange of the second steel beam is located below the lower flange of the first steel beam, and a connecting stiffening plate is vertically arranged between the lower flange of the first steel beam and the mounting plate.
In the technical scheme, the first steel beam and the second steel beam are connected through bolts.
The beneficial effects of the utility model are as follows: according to the utility model, the supporting part is arranged at the diagonal position of the first steel beam of the steel frame, and the supporting part is used for supporting the landing point of the modular box body when the size of the modular box body is slightly smaller than that of the steel frame, so that the modular box body with various sizes is satisfied.
Drawings
FIG. 1 is a schematic view of the structure of a steel frame with stiffening nodes for a root floor of a box column according to the present utility model.
Fig. 2 is a top view of a steel frame with stiffening nodes for a box column root deck of the present utility model.
Detailed Description
The utility model will be further described with reference to the drawings and examples.
The conception, specific structure, and technical effects produced by the present utility model will be clearly and completely described below with reference to the embodiments and the drawings to fully understand the objects, features, and effects of the present utility model. It is apparent that the described embodiments are only some embodiments of the present utility model, but not all embodiments, and that other embodiments obtained by those skilled in the art without inventive effort are within the scope of the present utility model based on the embodiments of the present utility model. In addition, all the coupling/connection relationships referred to in the patent are not direct connection of the single-finger members, but rather, it means that a better coupling structure can be formed by adding or subtracting coupling aids depending on the specific implementation. The technical features in the utility model can be interactively combined on the premise of no contradiction and conflict.
Referring to fig. 1 and 2, the present utility model provides a steel frame with stiffening nodes of a box column root floor, comprising a steel frame and a supporting part; the steel frame including the bearing structure who is used for supporting modularization box 6, this bearing structure includes four steel columns 1 and four first girder steel 2, four steel columns 1 perpendicular to ground and parallel each other, four steel columns 1 are the rectangle and distribute, four first girder steel 2 perpendicular to four steel columns 1 distribute, and the both ends of four first girder steel 2 are connected respectively on adjacent steel column 1, four first girder steel 2 enclose and close into a rectangle. Four steel columns 1 and four first girder steel 2 support modular box 6 through horizontal flat vertical arrangement, and four steel columns 1 perpendicular to ground installation play the supporting role to four first girder steel 2, and four first girder steel 2 enclose and close into the rectangle, support modular box 6 through this rectangle face.
The supporting part include second girder steel 3, second girder steel 3 install in the crossing diagonal department of adjacent first girder steel 2, first girder steel 2 and second girder steel 3 pass through bolted connection, the both ends of second girder steel 3 are connected respectively in the crossing diagonal department of adjacent first girder steel 2 on adjacent first girder steel 2 understand that adjacent first girder steel 2 mutually perpendicular connects, the angle of connection between first girder steel 2 is 90, the both ends of second girder steel 3 are connected with adjacent first girder steel 2, the triangle-shaped that forms by enclosing two first girder steel 2 and second girder steel 3 through the junction has been formed, first girder steel 2 fixes the both ends of second girder steel 3, make second girder steel 3 also can play the supporting role. Further, a steel plate 4 is paved on the upper flange of the second steel beam 3, a connecting plate 5 is connected to the steel plate 4, and a connecting piece for fixing the modularized box 6 is arranged on the connecting plate 5.
According to the utility model, the second steel beams 3 are arranged between the adjacent first steel beams 2 of the steel frame, when the size of the installed modularized box body 6 is smaller than the size formed by the enclosing of the first steel beams 2, the foot falling points of the modularized box body 6 can be supported on the second steel beams 3, so that the modularized box body 6 with the size which is not matched with the size can be supported by the steel frame, and the universality of the modularized box body is improved.
Further, the supporting part quantity is four, sets up respectively in the crossing diagonal department of four first girder steel 2 and adjacent first girder steel 2, through setting up four second girder steel 3, can further improve the suitability of steel frame to also can play the effect of insurance when steel frame and the 6 size of modularization box match, its braced range is wide, and fault-tolerant rate is high when installing the modularization box.
Wherein the connecting plate 5 material is steel, and connecting plate 5 welds on steel sheet 4, connects second girder steel 3 and connecting plate 5 through steel sheet 4, makes the installation of connecting plate 5 firm simultaneously, and then more firm when installing modularization box 6. The connecting pieces on the connecting plate 5 are positioning cones and bolts, and the positioning cones and the bolts are vertically arranged on the connecting plate 5. When the modularized box body 6 is installed, the corresponding modularized box body 6 is also provided with installing holes matched with the locating cones and the bolts, and the modularized box body 6 is further stably installed through the locating cones and the bolts.
Further, referring to fig. 1, a stiffening plate 7 is installed between the upper flange and the lower flange of the second steel beam 3, and the stiffening plate 7 is vertically installed between the upper flange and the lower flange, so that the strength of the second steel beam 3 is further improved by providing the stiffening plate 7, and the second steel beam is more stable when supporting the modular box 6. The lower flange of the second steel beam 3 is connected with a mounting plate 9, the mounting plate 9 is horizontally connected to one side of the lower flange, the upper flange of the second steel beam 3 is located between the upper flange and the lower flange of the first steel beam 2, the lower flange of the second steel beam 3 is located below the lower flange of the first steel beam 2, and a connecting stiffening plate 8 is vertically arranged between the lower flange of the first steel beam 2 and the mounting plate 9. When first girder steel 2 and second girder steel 3 pass through bolted connection, through connecting stiffening plate 8 with the further strengthening connection of second girder steel 3 and first girder steel 2, make overall structure more firm.
While the preferred embodiment of the present utility model has been described in detail, the present utility model is not limited to the embodiments, and those skilled in the art can make various equivalent modifications or substitutions without departing from the spirit of the present utility model, and these equivalent modifications or substitutions are included in the scope of the present utility model as defined in the appended claims.
Claims (8)
1. A steel frame with stiffening nodes for a box column root deck, characterized in that: comprises a steel frame and a supporting part;
the steel frame comprises a supporting structure for supporting the modularized box body, the supporting structure comprises four steel columns and four first steel beams, the four steel columns are perpendicular to the ground and parallel to each other, the four steel columns are distributed in a rectangular mode, the four first steel beams are perpendicular to the four steel columns and distributed, two ends of the four first steel beams are respectively connected to adjacent steel columns, and the four first steel beams are enclosed into a rectangle;
the supporting part comprises a second steel beam, the second steel beam is arranged at the intersection diagonal position of the adjacent first steel beams, and two ends of the second steel beam are respectively connected to the adjacent first steel beams; the upper flange of the second steel beam is flatly paved with a steel plate, the steel plate is connected with a connecting plate, and a connecting piece for fixing the modularized box body is arranged on the connecting plate.
2. A steel frame with stiffening nodes for a box column root deck as set forth in claim 1, wherein: the connecting plate is made of steel.
3. A steel frame with stiffening nodes for a box column root deck as set forth in claim 1, wherein: the connecting piece be locating cone and bolt, locating cone and bolt install perpendicularly on the connecting plate.
4. A steel frame with stiffening nodes for a box column root deck as set forth in claim 1, wherein: the connecting plate is welded on the steel plate.
5. A steel frame with stiffening nodes for a box column root deck as set forth in claim 1, wherein: the number of the supporting parts is four, and the supporting parts are respectively arranged at the intersection diagonal positions of the four first steel beams and the adjacent first steel beams.
6. A steel frame with stiffening nodes for a box column root deck as set forth in claim 1, wherein: and a stiffening plate is arranged between the upper flange and the lower flange of the second steel beam, and the stiffening plate is vertically arranged between the upper flange and the lower flange.
7. A steel frame with stiffening nodes for a box column root deck as set forth in claim 1, wherein: the lower flange of the second steel beam is connected with a mounting plate, the mounting plate is horizontally connected to one side of the lower flange, the upper flange of the second steel beam is located between the upper flange and the lower flange of the first steel beam, the lower flange of the second steel beam is located below the lower flange of the first steel beam, and a connecting stiffening plate is vertically arranged between the lower flange of the first steel beam and the mounting plate.
8. A steel frame with stiffening nodes for a box column root deck as set forth in claim 1, wherein: the first steel beam and the second steel beam are connected through bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322045773.9U CN220285017U (en) | 2023-07-31 | 2023-07-31 | Steel frame with stiffening nodes of box column root raw floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322045773.9U CN220285017U (en) | 2023-07-31 | 2023-07-31 | Steel frame with stiffening nodes of box column root raw floor slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220285017U true CN220285017U (en) | 2024-01-02 |
Family
ID=89344270
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322045773.9U Active CN220285017U (en) | 2023-07-31 | 2023-07-31 | Steel frame with stiffening nodes of box column root raw floor slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220285017U (en) |
-
2023
- 2023-07-31 CN CN202322045773.9U patent/CN220285017U/en active Active
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