CN211817017U - Floor steel beam column lifting structure - Google Patents
Floor steel beam column lifting structure Download PDFInfo
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- CN211817017U CN211817017U CN202020371864.5U CN202020371864U CN211817017U CN 211817017 U CN211817017 U CN 211817017U CN 202020371864 U CN202020371864 U CN 202020371864U CN 211817017 U CN211817017 U CN 211817017U
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Abstract
The utility model relates to a floor steel beam column lifting structure, which comprises a horizontally arranged steel beam and a column body arranged perpendicular to the steel beam, the steel beam and the column body are both made of I-shaped steel materials, the steel beam comprises an upper wing plate and a lower wing plate which are respectively arranged horizontally and in parallel, and a web plate vertically arranged between the upper wing plate and the lower wing plate, the column body comprises a left wing plate, a right wing plate and a supporting plate, wherein the left wing plate and the right wing plate are respectively vertically and parallelly arranged, the supporting plate is vertically arranged between the left wing plate and the right wing plate, the supporting plates of the column body are arranged in parallel with the web plate of the steel beam, a connecting component is arranged between the steel beam and the column body, coupling assembling includes the connecting plate of two, the connecting plate sets up to the L template, an end face of connecting plate and the last pterygoid lamina fixed connection of girder steel, two another end face of connecting plate respectively with the left wing board and the right wing board fixed connection of cylinder. The utility model discloses the effect that is applicable to the roof beam plays post of I-steel type has.
Description
Technical Field
The utility model belongs to the technical field of the building technique and specifically relates to a floor girder steel plays post structure.
Background
For some reasons, the bottom of the building has no columns, and after a certain floor, columns need to be arranged, so that the columns can only root from the beams of the next floor, and the columns are called 'beam-lifting columns'.
The patent of chinese utility model with the reference publication No. CN207568032U discloses a floor steel beam plays post structure, including beam column body, annular stiffening rib, perpendicular form stiffening rib, outer steel pipe column, annular stiffening rib is all installed at the inside both ends of beam column body. The installation and fixation of the cylindrical beam-raising column are realized.
When building a floor roof beam, I-steel is a bearing beam frequently used by people, and a beam-column not only comprises a cylindrical beam-column but also comprises an I-steel beam-column.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, the utility model aims at providing a floor girder steel plays post structure, its effect is: the method is suitable for lifting the I-shaped steel beam.
The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme: the utility model provides a floor girder steel plays post structure, the cylinder that the girder steel that sets up including the level and the perpendicular to girder steel were laid, girder steel and cylinder all have the I-steel material to make, the girder steel includes the last pterygoid lamina of respectively level and parallel layout, lower pterygoid lamina and the web of setting perpendicularly between last pterygoid lamina and lower pterygoid lamina, the cylinder includes the left wing board of respectively perpendicular and parallel layout, right pterygoid lamina and the backup pad of setting perpendicularly between left wing board and right pterygoid lamina, the backup pad of cylinder is laid parallel to the web of girder steel, be provided with coupling assembling between girder steel and the cylinder, coupling assembling includes the connecting plate of two, the connecting plate sets up to the L template, an terminal surface of connecting plate and the last pterygoid lamina fixed connection of girder steel, two another terminal surface of connecting plate respectively with the left pterygoid lamina and.
Through adopting above-mentioned technical scheme, when needs regard as the stand with the I-steel to install on the girder steel, and when making the backup pad in the stand be on a parallel with the web in the girder steel, install one of them connecting plate on the girder steel earlier, then place the cylinder on the girder steel, and make a pterygoid lamina of cylinder inconsistent and fixed with another terminal surface of connecting plate, then install another connecting plate on the girder steel, and another terminal surface of another connecting plate is inconsistent then fixed with another pterygoid lamina of cylinder can, the stand to the I-steel type has been realized installing and fixing, and easy operation, stability is good.
The present invention may be further configured in a preferred embodiment as: the connecting plate is fixedly connected with the upper wing plate, the left wing plate and the right wing plate through bolts.
Through adopting above-mentioned technical scheme, adopt the bolt to pass connecting plate, girder steel and stand and fix, not only make things convenient for the staff to fix L template and girder steel and stand, played the effect of a location moreover.
The present invention may be further configured in a preferred embodiment as: and edge plates for limiting the position of the column body extend from two ends of the connecting end face of the connecting plate, which is connected with the left wing plate and the right wing plate.
Through adopting above-mentioned technical scheme, make stand and connecting plate inconsistent under the restriction of border board, to the position location between connecting plate and the stand, alignment operation when having reduced practical bolt fastening stand and L template has made things convenient for the staff to use the bolt fastening L template.
The present invention may be further configured in a preferred embodiment as: be provided with the reinforcement subassembly between girder steel and the cylinder, the reinforcement subassembly includes two gusset plates, the gusset plate sets up to the right angle board, the last pterygoid lamina fixed connection of a terminal surface and the girder steel of right angle board, two another terminal surface of right angle board all with the backup pad fixed connection of cylinder.
Through adopting above-mentioned technical scheme, a terminal surface of right-angle board is fixed on the girder steel, and another terminal surface is fixed in the backup pad of stand, and further fixes stand and girder steel, has strengthened the stability between stand and the girder steel.
The present invention may be further configured in a preferred embodiment as: the connecting plate is provided with the first reinforcing plate that is used for supporting connecting plate both ends face on deviating from two terminal surfaces of girder steel and cylinder, the reinforcing plate is provided with the second reinforcing plate that is used for supporting reinforcing plate both ends face on deviating from two terminal surfaces of girder steel and cylinder.
Through adopting above-mentioned technical scheme, set up the second reinforcing plate on setting up first reinforcing plate, the reinforcing plate on the connecting plate, improved the intensity of connecting plate and reinforcing plate.
The present invention may be further configured in a preferred embodiment as: the connecting plate all is provided with vibration-damping rubber pad with girder steel, the inconsistent terminal surface of cylinder, the gusset plate all is provided with vibration-damping rubber pad with girder steel, the inconsistent terminal surface of cylinder.
Through adopting above-mentioned technical scheme, set up damping rubber pad, make to have the leeway of a buffering between girder steel and the stand, improve the anti-seismic performance of building.
The present invention may be further configured in a preferred embodiment as: the fixing component comprises two fixing plates which are symmetrically arranged with the supporting plate of the column body, the fixing plates comprise a fixing bottom plate fixedly connected with an upper wing plate of the steel beam, two fixing side plates which are respectively arranged perpendicular to the fixing bottom plate and respectively fixedly connected with a left wing plate and a right wing plate of the upright column, and a fixing back plate which is arranged perpendicular to the fixing bottom plate and is fixedly connected with the supporting plate of the upright column.
Through adopting above-mentioned technical scheme, when needs regard as the stand with the I-steel to install on the girder steel, and when making the web in the backup pad perpendicular to girder steel in the stand, fix the PMKD in one of them fixed plate on the girder steel now, then place the stand on the girder steel, make the left wing board in the stand and right wing board inconsistent and fixed with fixed curb plate, then fix another fixed plate on the girder steel, then it is fixed with the left wing board and the right wing board in the stand to fix the curb plate, it can with the backup pad in the stand to fix two fixed backplates at last, the stand to the I-steel type has been realized installing and fixing, and easy operation, stability is good.
To sum up, the utility model discloses a following at least one useful technological effect:
1. by arranging the connecting assembly and the fixing assembly, the mounting and fixing of the I-shaped steel stand column are realized, the operation is simple, and the stability is good;
2. through setting up the reinforcement assembly, further fix stand and girder steel, strengthened the stability between stand and the girder steel.
Drawings
FIG. 1 is a schematic structural view of the whole of embodiment 1;
FIG. 2 is a schematic structural view showing a connection plate;
FIG. 3 is a schematic view showing the structure of a reinforcing plate;
FIG. 4 is a schematic structural view of the whole of embodiment 2;
fig. 5 is a schematic structural view showing a fixing plate.
In the drawings, 1, a steel beam; 11. an upper wing plate; 12. a lower wing plate; 13. a web; 2. a cylinder; 21. a left wing panel; 22. a right wing panel; 23. a support plate; 3. a connecting assembly; 31. a connecting plate; 32. an edge plate; 33. a first reinforcing plate; 4. a reinforcement assembly; 41. a reinforcing plate; 42. a second reinforcing plate; 5. a shock-absorbing rubber pad; 6. a fixing assembly; 61. a fixing plate; 611. fixing the bottom plate; 612. fixing the side plate; 623. and fixing the back plate.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Example 1: referring to the figure 1, for the utility model discloses a floor girder steel plays post structure, including girder steel 1 and cylinder 2, girder steel 1 and cylinder 2 all set up to the I-steel, girder steel 1 level is laid, girder steel 1 is including the last pterygoid lamina 11 that respectively level and parallel laid, down pterygoid lamina 12 and the web 13 of setting at last pterygoid lamina 11 and lower pterygoid lamina 12 middle part perpendicularly, cylinder 2 is laid perpendicularly on girder steel 1, cylinder 2 includes two perpendicular to girder steel 1 respectively and the parallel left wing board 21 of laying, right wing board 22 and the perpendicular backup pad 23 that sets up at left wing board 21 and right wing board 22 middle part, and when cylinder 2 was placed perpendicularly on pterygoid lamina 11 on girder steel 1, the web 13 in the backup pad 23 among the cylinder 2 was on a parallel with girder steel 1 was laid, be provided with between girder steel 1 and the cylinder 2 and be used for connecting coupling assembling 3.
As shown in fig. 1 and 2, the connection assembly 3 includes two connection plates 31, the connection plates 31 are arranged as L-shaped plates, the connection plates 31 are located at two sides of the column 2, and two end faces of the connection plates 31 are respectively fixedly connected with the upper wing plate 11 of the steel beam 1 and the left wing plate 21 or the right wing plate 22 of the column 2 through bolts, and the bolts are provided with a plurality of bolts, so as to ensure that the connection plates 31 are stably fixed on the steel beam 1 and the column 2.
The both sides end of connecting plate 31 and the inconsistent terminal surface of cylinder 2 extends to the direction towards cylinder 2 and is provided with the border board 32 that is used for restricting the cylinder 2 position, and when cylinder 2 was inconsistent with connecting plate 31, the side of border board 32 and the 2 pterygoid lamina of cylinder was inconsistent for the position of restriction cylinder 2 makes things convenient for the staff to the location of cylinder 2 when using L template fixed cylinder 2, reduces staff construction bolt's alignment flow.
As shown in fig. 1 and 3, a reinforcing component 4 is further arranged between the steel beam 1 and the column body 2, the reinforcing component 4 comprises two reinforcing plates 41, the two reinforcing plates 41 are symmetrically arranged with the supporting plate 23 of the column body 2, the reinforcing plates 41 are arranged to be right-angle plates, the reinforcing plates 41 are arranged inside the column body 2, two end faces of each reinforcing plate 41 are fixedly connected with the upper wing plate 11 of the steel beam 1 and the supporting plate 23 of the column body 2 through a plurality of bolts respectively, the reinforcing component 4 is arranged to fix the supporting plate 23 in the column body 2 with the steel beam 1, and the stability of the column body 2 on the steel beam 1 is further ensured.
As shown in fig. 2 and 3, two end faces of the connecting plate 31 away from the steel beam 1 and the column 2 are provided with first reinforcing plates 33 for supporting two end faces of the connecting plate 31, two end faces of the reinforcing plate 41 away from the steel beam 1 and the column 2 are provided with second reinforcing plates 42 for supporting two end faces of the reinforcing plate 41, and the first reinforcing plates 33 and the second reinforcing plates 42 are both set to be triangular plates, so that the strength of the connecting plate 31 and the strength of the reinforcing plate 41 are improved.
With reference to fig. 1, the end faces of the connecting plate 31, which are abutted to the steel beam 1 and the column body 2, are provided with the damping rubber pads 5, the end faces of the reinforcing plate 41, which are abutted to the steel beam 1 and the column body 2, are provided with the damping rubber pads 5, and the damping rubber pads 5 play a role in buffering to enhance the shock resistance between the column body 2 and the steel beam 1.
The implementation principle of the embodiment is as follows: when the worker needs to vertically fix the column 2 on the steel beam 1 in a state that the support plate 23 is parallel to the web 13, one of the fixing plates 61 is fixed on the upper wing plate 11 of the steel beam 1 by using bolts, then the column 2 is placed in a state of being abutted against the fixing plate 61, at this time, the edge plate 32 limits the column 2 on the end surface of the fixing plate 61, then the column 2 is fixed on the fixing plate 61 by using bolts, then the other fixing plate 61 is installed, the fixing plate 61 is respectively fixed on the upper wing plate 11 and the column 2 by using bolts, then the reinforcing component 4 is installed, the two reinforcing plates 41 are respectively placed in the column 2, and then the two fixing plates 61 are respectively fixed on the upper wing plate 11 and the support plate 23 by using bolts.
Example 2: the difference from the embodiment 1 is that, as shown in fig. 4 and 5, when the column 2 is vertically placed on the steel beam 1, the supporting plate 23 in the column 2 is arranged perpendicular to the web 13 in the steel beam 1, a fixing assembly 6 for connecting the column 2 and the steel beam 1 is arranged between the column 2 and the steel beam 1, the fixing assembly 6 comprises two fixing plates 61 arranged symmetrically with the supporting plate 23 in the column 2, the fixing plate 61 comprises a fixing bottom plate 611, two fixing side plates 612 and a fixing back plate 623, the two fixing side plates 612 are respectively arranged at two sides of the fixing bottom plate 611 vertically, the fixing back plate 623 is fixed at the other side of the fixing bottom plate 611 vertically and is fixedly connected with the two fixing side plates 612, the fixing bottom plate 611 is fixed on the upper wing plate 11 in the steel beam 1 by a plurality of bolts, the two fixing side plates 612 respectively abut against the left wing plate 21 and the right wing plate 22 in the column 2 and are fixedly, the fixing back plate 623 is abutted to the support plate 23 in the column body 2 and is fixedly connected with the steel beam 1 through a plurality of bolts, so that the column body 2 and the steel beam 1 are fixed.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (7)
1. The utility model provides a floor girder steel plays post structure, includes girder steel (1) and the cylinder (2) that perpendicular to girder steel (1) laid that the level set up, girder steel (1) and cylinder (2) are made by the I-steel material, girder steel (1) is including last pterygoid lamina (11) that respectively level and parallel laid, lower pterygoid lamina (12) and perpendicular setting web (13) between last pterygoid lamina (11) and lower pterygoid lamina (12), cylinder (2) are including left pterygoid lamina (21), right wing board (22) and the backup pad (23) of perpendicular to girder steel (1) and parallel laid respectively, its characterized in that between left pterygoid lamina (21) and right wing board (22) of perpendicular setting, its characterized in that: the utility model discloses a steel beam (1) and column body (2) are characterized in that backup pad (23) of column body (2) are laid parallel to web (13) of girder steel (1), be provided with coupling assembling (3) between girder steel (1) and column body (2), coupling assembling (3) include two connecting plates (31), connecting plate (31) set up to the L template, the last pterygoid lamina (11) fixed connection of a terminal surface and girder steel (1) of connecting plate (31), two another terminal surface of connecting plate (31) respectively with left wing board (21) and right wing board (22) fixed connection of column body (2).
2. The floor steel beam column structure of claim 1, wherein: the connecting plate (31) is fixedly connected with the upper wing plate (11), the left wing plate (21) and the right wing plate (22) through bolts.
3. A floor steel beam column construction according to claim 2, wherein: and edge plates (32) used for limiting the position of the cylinder (2) extend from two ends of the connecting end surface of the connecting plate (31) and the connecting end surfaces of the left wing plate (21) and the right wing plate (22) respectively.
4. The floor steel beam column structure of claim 1, wherein: be provided with between girder steel (1) and cylinder (2) and consolidate subassembly (4), it includes two gusset plates (41) to consolidate subassembly (4), gusset plate (41) set up to the right angle board, an up wing board (11) fixed connection of a terminal surface and girder steel (1) of right angle board, two another terminal surface of right angle board all with backup pad (23) fixed connection of cylinder (2).
5. The floor steel beam column construction of claim 4, wherein: be provided with first reinforcing plate (33) that is used for supporting connecting plate (31) both ends face on two terminal surfaces that connecting plate (31) deviate from girder steel (1) and cylinder (2), reinforcing plate (41) are provided with second reinforcing plate (42) that are used for supporting reinforcing plate (41) both ends face on two terminal surfaces that deviate from girder steel (1) and cylinder (2).
6. The floor steel beam column construction of claim 4, wherein: the connecting plate (31) is provided with damping rubber pads (5) with girder steel (1), the inconsistent terminal surface of cylinder (2), reinforcing plate (41) all is provided with damping rubber pads (5) with girder steel (1), the inconsistent terminal surface of cylinder (2).
7. The floor steel beam column structure of claim 1, wherein: the supporting plate (23) of the column body (2) is perpendicular to a web plate (13) of the steel beam (1) and arranged, a fixing component (6) is arranged between the column body (2) and the steel beam (1), the fixing component (6) comprises two fixing plates (61) symmetrically arranged with the supporting plate (23) of the column body (2), each fixing plate (61) comprises a fixing bottom plate (611) fixedly connected with an upper wing plate (11) of the steel beam (1), two fixing side plates (612) respectively arranged perpendicular to the fixing bottom plates (611) and respectively fixedly connected with a left wing plate (21) and a right wing plate (22) of the upright column and a fixing back plate (623) arranged perpendicular to the fixing bottom plates (611) and fixedly connected with the supporting plate (23) of the upright column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020371864.5U CN211817017U (en) | 2020-03-23 | 2020-03-23 | Floor steel beam column lifting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020371864.5U CN211817017U (en) | 2020-03-23 | 2020-03-23 | Floor steel beam column lifting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211817017U true CN211817017U (en) | 2020-10-30 |
Family
ID=73009271
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020371864.5U Expired - Fee Related CN211817017U (en) | 2020-03-23 | 2020-03-23 | Floor steel beam column lifting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211817017U (en) |
-
2020
- 2020-03-23 CN CN202020371864.5U patent/CN211817017U/en not_active Expired - Fee Related
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201030 |