CN216948740U - Trestle platform steel construction beam column bearing structure - Google Patents
Trestle platform steel construction beam column bearing structure Download PDFInfo
- Publication number
- CN216948740U CN216948740U CN202122974659.5U CN202122974659U CN216948740U CN 216948740 U CN216948740 U CN 216948740U CN 202122974659 U CN202122974659 U CN 202122974659U CN 216948740 U CN216948740 U CN 216948740U
- Authority
- CN
- China
- Prior art keywords
- top plate
- cross beam
- supporting structure
- platform steel
- sleeve
- 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.)
- Active
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a trestle platform steel structure beam column supporting structure which comprises a cross beam and an upright post supported at the lower end of the cross beam, wherein a cross beam supporting structure is installed at the upper end of the upright post, internal threads are arranged at the lower end of the cross beam supporting structure, external threads are arranged at the upper end of the upright post in a matched mode, and the cross beam supporting structure and the cross beam are connected and fixed through a connecting piece. According to the trestle platform steel structure beam column supporting structure, the adjustment of the installation elevation of the stand column and the cross beam is realized by rotating the cross beam supporting structure relative to the stand column, the construction is relatively convenient, the welding and the fixing can be carried out after the elevation adjustment is finished, and the strength is increased.
Description
Technical Field
The utility model relates to the field of trestle support, in particular to a trestle platform steel structure beam column support structure.
Background
In the landscape trestle platform, a cross beam is arranged at the top end of an upright post or the side surface of the upright post, then a trestle is paved at the upper end of the cross beam, the traditional upright post and the cross beam are connected in a full-welding or bolt-welding mode, but the elevation of the upright post and the elevation of the cross beam are difficult to adjust during site construction.
Prior art like the utility model patent of application number CN202020122496.0 discloses a height adjustment mechanism of truss, through the crossbeam lower extreme installation regulation support at the truss, at the upper end installation fixed stay of stand, adjust support and fixed stay superpose from top to bottom, through revolving wrong adjusting screw, change the regulation and support the distance to fixed stay to realize the adjustment of crossbeam levelness, height adjustment passes through screw control moreover. But the adjusting range is limited, and the bearing capacity of the bolt is relatively small, so that the large load-carrying load cannot be met.
Disclosure of Invention
In order to meet the requirement of elevation adjustment of an upright post and a cross beam, the utility model provides a trestle platform steel structure beam-column supporting structure which can meet the requirement of elevation adjustment of a construction site and can be adjusted in angle in an adaptive manner.
The technical purpose of the utility model is realized by the following technical scheme:
the utility model provides a landing stage platform steel construction beam column bearing structure, its structure includes the crossbeam, supports at the stand of crossbeam lower extreme, and crossbeam bearing structure is installed to the stand upper end, and crossbeam bearing structure lower extreme is equipped with the internal thread, and the cooperation of stand upper end is equipped with the external screw thread, connects fixedly through the connecting piece between crossbeam bearing structure and the crossbeam.
Furthermore, an elastic cushion pad is arranged between the cross beam and the cross beam supporting structure.
Furthermore, the beam supporting structure comprises a top plate and a sleeve, wherein an internal thread used for matching with an external thread on the stand column is arranged in the sleeve; the top plate is fixed at the upper end of the sleeve, the edge of the top plate extends relative to the edge of the sleeve to form a top plate flange, and the lower end of the cross beam is provided with a beam lower flange; and connecting holes for installing the connecting pieces are respectively arranged on the top plate flange and the beam lower flange.
Furthermore, the lower end of the top plate is also provided with a plurality of reinforcing rib plates which are fixed along the sleeve in a circle.
Furthermore, the reinforcing rib plate is also provided with a through welding hole, and the through welding hole is positioned at the included angle position of the top plate and the sleeve.
Furthermore, the cross beam comprises a cross beam top plate, a cross beam bottom plate and a web plate, wherein the web plate is vertically fixed between the cross beam top plate and the cross beam bottom plate; one end of the connecting piece is connected and fixed on the bottom plate of the cross beam, and the other end of the connecting piece is connected and fixed on the supporting structure of the cross beam.
Furthermore, a plurality of cross beam reinforcing rib plates are further installed on the side face of the web plate, and the cross beam reinforcing rib plates are installed between the cross beam top plate and the cross beam bottom plate.
Furthermore, the elastic buffer cushion is a rubber cushion, and the connecting piece penetrates through the rubber cushion.
Furthermore, the reinforcing rib plate is of a right-angled trapezoid structure and comprises a first straight edge, a second straight edge, a third straight edge and a bevel edge, wherein the first straight edge and the third straight edge are parallel to each other, and the second straight edge is vertical to the position between the first straight edge and the third straight edge; the third straight edge is attached to and fixed on the outer wall of the sleeve, the second straight edge is attached to and fixed on the lower end face of the top plate, and the overwelding hole is formed in the corner of the second straight edge and the third straight edge.
Compared with the prior art, the trestle platform steel structure beam column supporting structure has the advantages that the trestle is supported by the trestle platform steel structure beam column supporting structure, the elevation of the beam and the column can be adjusted according to needs during field installation, the requirement of trestle elevation change is met, construction is relatively convenient, welding and fixing can be carried out after elevation adjustment is completed, and strength is increased.
Drawings
FIG. 1 is a schematic view of a supporting structure of a beam column of a steel structure of a trestle platform.
FIG. 2 is a schematic view of the structure of the reinforcing floor according to the present invention.
Fig. 3 is a top view of the trestle platform steel structure beam column support structure of the utility model.
In the figure, 1, a cross beam; 2. a column; 3. a beam support structure; 4. a bolt; 5. an elastic cushion pad 6 and a reinforcing rib plate; 11. a beam top plate; 12. a beam floor; 13. a web; 14. a beam reinforcement rib plate; 15. a beam bottom flange; 31. a top plate; 32. a sleeve; 33. a top plate flange; 61. a first straight side; 62. a second straight side; 63. a third straight side; 64. a bevel edge; 65. and (6) passing through the welding hole.
Detailed Description
The technical solution of the present invention is further described below with reference to specific embodiments:
a trestle platform steel structure beam column supporting structure is shown in figures 1-3 and structurally comprises a cross beam 1 and a stand column 2 supported at the lower end of the cross beam 1, wherein the cross beam supporting structure 3 is installed at the upper end of the stand column 2, an internal thread is arranged at the lower end of the cross beam supporting structure 3, an external thread is arranged at the upper end of the stand column 2 in a matched mode with the internal thread, and the cross beam supporting structure 3 and the cross beam 1 are fixedly connected through a connecting piece. During the installation, stand 2 relative rotation crossbeam bearing structure 3, satisfy the elevation of stand 2 after, with full welding fixed between crossbeam bearing structure 3 and the stand 2, hoist crossbeam 1 to crossbeam bearing structure 3 on, crossbeam 1 is connected fixedly through connecting piece and crossbeam bearing structure, and the connecting piece is like bolt 4.
In order to meet the requirement of angle adjustment in the installation process of the cross beam, an elastic cushion pad 5 is further installed between the cross beam and the cross beam supporting structure, the elastic cushion pad 5 preferably selects a rubber pad, the connecting piece penetrates through the rubber pad, the rubber pad is low in cost and wear-resistant, and the angle adjustment of the installation of the cross beam is met by means of deformation of the elastic cushion pad 5.
Specifically, the beam support structure 3 includes a top plate 31 and a sleeve 32, and an internal thread for matching with an external thread on the column is arranged in the sleeve 32; the top plate 31 is fixed at the upper end of the sleeve 32, the edge of the top plate 31 extends relative to the edge of the sleeve 32 to form a top plate flange 33, and the lower end of the cross beam 1 is provided with a beam lower flange 15; the top plate flange 33 and the beam lower flange 15 are respectively provided with a connecting hole for installing a connecting piece, and a bolt penetrates through the connecting holes to fix the cross beam 1 on the top plate 31. The lower end of the top plate 31 is also provided with a plurality of reinforcing ribs 6, and the reinforcing ribs 6 are fixed along the sleeve in a circle. The reinforcing rib 6 is in a right-angled trapezoidal structure and comprises a first straight side 61, a second straight side 62, a third straight side 63 and a sloping side 64, wherein the first straight side 61 and the third straight side 63 are parallel to each other, and the second straight side 62 is perpendicular to the first straight side 61 and the third straight side 63; the third straight edge 63 is fixedly abutted against the outer wall of the sleeve 32, the second straight edge 62 is fixedly abutted against the lower end face of the top plate 31, and the overweld hole 65 is formed at the corner of the second straight edge 62 and the third straight edge 63.
Specifically, the beam 1 comprises a beam top plate 11, a beam bottom plate 12 and a web plate 13, wherein the web plate 13 is vertically fixed between the beam top plate 11 and the beam bottom plate 12; the beam bottom plate 12 extends out relative to the web 13 to form a beam bottom flange 15, one end of the connecting piece is connected and fixed on the beam bottom plate 12, and the other end of the connecting piece is connected and fixed on the beam supporting structure 3. A plurality of beam reinforcing ribs 14 are also arranged on the side surface of the web 13, and the beam reinforcing ribs 14 are arranged between the beam top plate 11 and the beam bottom plate 12. The beam shape may be a straight line shape or a cross shape, such as an X shape.
When the device is used, the upright post 2 is installed on a construction site, the elevation of the upper end of the upright post 2 is accurately measured through a measuring instrument (a total station instrument and the like), if the elevation does not accord with the design, the cross beam supporting structure 3 is rotated relative to the upright post 2, namely, the height is adjusted by means of the pitch change between the internal thread of the sleeve 32 and the external thread of the upright post 2, and after the elevation of the top end of the upright post is determined, the cross beam supporting structure 3 is welded and fixed at the upper end of the upright post 2; then hoist and mount crossbeam 1, crossbeam 1 passes through bolt 4 to be fixed on crossbeam bearing structure 3, and the in-process of screwing up bolt 4, elastic cushion 5 produces deformation in order to adapt to the angle change.
The present invention is further explained and not limited by the embodiments, and those skilled in the art can make various modifications as necessary after reading the present specification, but all the embodiments are protected by the patent law within the scope of the claims.
Claims (9)
1. The utility model provides a landing stage platform steel construction beam column bearing structure, its characterized in that, its structure includes the crossbeam, supports the stand at the crossbeam lower extreme, crossbeam bearing structure is installed to the stand upper end, crossbeam bearing structure lower extreme is equipped with the internal thread, the cooperation of stand upper end is equipped with the external screw thread, it is fixed to connect through the connecting piece between crossbeam bearing structure and the crossbeam.
2. The plank road platform steel structure beam column support structure of claim 1, wherein an elastic cushion pad is further installed between the beam and the beam support structure.
3. The trestle platform steel structure beam column supporting structure of claim 1, wherein the beam supporting structure comprises a top plate and a sleeve, and an internal thread for matching with an external thread on an upright is arranged in the sleeve; the top plate is fixed at the upper end of the sleeve, the edge of the top plate extends relative to the edge of the sleeve to form a top plate flange, and the lower end of the cross beam is provided with a beam lower flange; and the top plate flange and the beam lower flange are respectively provided with a connecting hole for mounting a connecting piece.
4. The trestle platform steel structure beam column supporting structure of claim 3, wherein the lower end of the top plate is further provided with a plurality of reinforcing ribs which are fixed along a circle of the sleeve.
5. The trestle platform steel structure beam column supporting structure of claim 4, wherein the reinforcing rib plate is further provided with a through welding hole, and the through welding hole is positioned at an included angle between the top plate and the sleeve.
6. The trestle platform steel structure beam column supporting structure of claim 1, wherein the beam comprises a beam top plate, a beam bottom plate and a web plate, and the web plate is vertically fixed between the beam top plate and the beam bottom plate; one end of the connecting piece is fixedly connected to the bottom plate of the cross beam, and the other end of the connecting piece is fixedly connected to the supporting structure of the cross beam.
7. The plank road platform steel structure beam column supporting structure of claim 6, wherein a plurality of beam reinforcing ribs are further installed on the side of the web, and the beam reinforcing ribs are installed between the beam top plate and the beam bottom plate.
8. The plank road platform steel structure beam column support structure of claim 2, wherein the elastic buffer pad is a rubber pad, and the connecting piece passes through the rubber pad.
9. The landing stage steel structural beam column support structure of claim 4, wherein the reinforcing rib is a right trapezoid structure including a first straight side, a second straight side, a third straight side, and a sloping side, the first straight side and the third straight side being parallel to each other, the second straight side being perpendicular between the first straight side and the third straight side; the third straight edge is attached to and fixed on the outer wall of the sleeve, the second straight edge is attached to and fixed on the lower end face of the top plate, and the corner of the second straight edge and the corner of the third straight edge are provided with the over-welding holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122974659.5U CN216948740U (en) | 2021-11-30 | 2021-11-30 | Trestle platform steel construction beam column bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122974659.5U CN216948740U (en) | 2021-11-30 | 2021-11-30 | Trestle platform steel construction beam column bearing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216948740U true CN216948740U (en) | 2022-07-12 |
Family
ID=82307893
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122974659.5U Active CN216948740U (en) | 2021-11-30 | 2021-11-30 | Trestle platform steel construction beam column bearing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216948740U (en) |
-
2021
- 2021-11-30 CN CN202122974659.5U patent/CN216948740U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101266011B (en) | Mounting device for preburying high precision major diameter anchor bolt and mounting method therefor | |
| CN101280560B (en) | Lattice pillar component and mounting method thereof | |
| CN216948740U (en) | Trestle platform steel construction beam column bearing structure | |
| CN106639407A (en) | Stereo parking equipment frame | |
| CN110258294A (en) | Steel truss arch bridge installs system and its construction method | |
| CN110076468B (en) | Secondary truss installation method and temporary fixing device thereof | |
| CN112320580B (en) | Method for mounting workshop crane beam | |
| CN206916616U (en) | The bridge pad of bridge pad governor motion, adjustable height and adjustable inclination | |
| CN213061728U (en) | Assembly type pier column and capping beam assembly device | |
| CN214721835U (en) | Welding jig frame for H-shaped steel crane beam with super-large section | |
| CN101760209A (en) | Method for installing steel structure for coke dry quenching slot | |
| CN103132538B (en) | Auxiliary device for alignment and leveling of slope foundation sand mound with mat iron and mat iron placing method | |
| CN109252526A (en) | Assembled support construction technique based on prestressing force fish belly sill support technology | |
| CN110144927B (en) | Device for embedding foundation bolt group | |
| CN212477455U (en) | Pre-buried positioner of bridge suspension cable anchor cylinder | |
| CN210086857U (en) | Adjustable bolt locating rack | |
| JP6297198B1 (en) | Railway facility height adjustment apparatus and method | |
| CN217734955U (en) | Bearing device for reconstruction, extension and decoration | |
| CN212802630U (en) | Stiff column verticality deviation correcting device | |
| CN210032630U (en) | Interim fixing device of adjustable horizontal component | |
| CN217106227U (en) | Cup mouth bearing-inserting type steel frame column leveling structure | |
| CN220223147U (en) | Guide rail base with adjustable | |
| CN217257132U (en) | Adjustable prefabricated small box girder support steel plate device and steel platform thereof | |
| CN218147837U (en) | Steel buttress of steel anchor box | |
| CN214402822U (en) | Embedded part auxiliary positioning device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |