CN215829634U - W type conversion roof beam bearing structure - Google Patents
W type conversion roof beam bearing structure Download PDFInfo
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- CN215829634U CN215829634U CN202121869360.7U CN202121869360U CN215829634U CN 215829634 U CN215829634 U CN 215829634U CN 202121869360 U CN202121869360 U CN 202121869360U CN 215829634 U CN215829634 U CN 215829634U
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Abstract
The utility model provides a W-shaped conversion beam supporting structure which comprises an upper conversion column, a lower conversion column and two vertical columns, wherein the upper conversion column and the lower conversion column are arranged in parallel and vertically, the vertical columns are fixedly connected with the upper conversion column and the lower conversion column, the two vertical columns extend to the lower part of the lower conversion column, a first inclined supporting column and a second inclined supporting column are arranged between the two vertical columns, one end of each of the first inclined supporting column and the second inclined supporting column is fixedly connected with the upper conversion column, the other end of each of the first inclined supporting column and the second inclined supporting column is fixedly connected with the two vertical columns, and the first inclined supporting column, the second inclined supporting column and the two vertical columns are enclosed into a W-shaped structure. The assembly provided with the W-shaped structure effectively enhances the strength of the conversion beam.
Description
Technical Field
The utility model relates to the technical field of transfer beams, in particular to a W-shaped transfer beam supporting structure.
Background
Modern buildings are generally of structures with small upper space and large lower space due to building function requirements, a part of vertical stressed components in the upper space cannot directly penetrate downwards to the ground continuously, a horizontal conversion structure is often required to be arranged between the upper vertical stressed component and the lower vertical stressed component to realize the connection of the upper vertical stressed component and the lower vertical stressed component, and the components are conversion beams. When the upper load of the conversion beam is increased in the prior art, the common conversion beam is not enough to bear the load, so that the stress condition of the whole building structure is influenced.
SUMMERY OF THE UTILITY MODEL
Aiming at the defects in the prior art, the utility model provides a W-shaped conversion beam supporting structure, which solves the problem that the strength of a common conversion beam in the prior art is not enough to bear the stress safety hazard of the whole building caused by the increase of upper load.
According to an embodiment of the utility model, the W-shaped conversion beam supporting structure comprises an upper conversion column, a lower conversion column and two vertical columns, wherein the upper conversion column and the lower conversion column are arranged in parallel and vertically, the vertical columns are fixedly connected with the upper conversion column and the lower conversion column, the two vertical columns extend to the lower conversion column, a first inclined supporting column and a second inclined supporting column are arranged between the two vertical columns, one end of each of the first inclined supporting column and the second inclined supporting column is fixedly connected with the upper conversion column, the other end of each of the first inclined supporting column and the second inclined supporting column is fixedly connected with the two vertical columns, and the first inclined supporting column, the second inclined supporting column and the two vertical columns form a W-shaped structure.
The supporting structure provided by the above embodiment is used for connecting the upper vertical stress member and the lower vertical stress member, specifically, the upper vertical stress member is mounted on the upper conversion column, the lower vertical stress member is mounted on the lower conversion column, and the W-shaped structural assembly arranged between the two vertical columns makes the strength of the integral member greater by using a stable triangular structural support principle.
Furthermore, the supporting structure further comprises an upper beam column fixedly connected with the upper conversion column, the first diagonal brace column and the second diagonal brace column are fixedly connected with one end connected with the upper conversion column, and the upper beam column is located right above the joint of the first diagonal brace column and the second diagonal brace column.
Furthermore, the upper conversion column is provided with a vertical mounting hole, the lower end of the upper beam column extends into the vertical mounting hole, and the upper ends of the first diagonal brace column and the second diagonal brace column extend into the vertical mounting hole.
Furthermore, the beam upper column is also fixedly connected with a positioning buried plate surrounding the beam upper column, and the positioning buried plate is connected with the upper conversion column through a plurality of anchor bolts.
Furthermore, the upper conversion column is further concavely provided with a ring groove which surrounds the outside of the installation vertical hole, and the positioning buried plate is connected in the ring groove.
Furthermore, each vertical column with the department that meets of lower conversion post all is provided with the installation cross bore, first bracing column with the one end that the second bracing column kept away from the last conversion post extends to two respectively in the installation cross bore.
Further, the lower ends of the first diagonal brace and the second diagonal brace are bent to form an insertion portion which is inserted into the mounting cross hole.
Compared with the prior art, the utility model has the following beneficial effects:
the W-shaped structure assembly of the supporting structure arranged between the two vertical columns utilizes the stable triangular structure supporting principle to enable the strength of the integral member to be larger, and the upper vertical stressed member can also normally support when the load is increased, so that the safety of the integral building is guaranteed.
Drawings
FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present invention;
in the above drawings:
the upper conversion column 1, the lower conversion column 2, the vertical column 3, the first diagonal brace 4, the second diagonal brace 5, the upper beam column 6, the positioning buried plate 7 and the insertion part 8.
Detailed Description
The technical solution of the present invention is further explained with reference to the drawings and the embodiments.
In the description of the present invention, it is to be understood that the terms "central," "longitudinal," "lateral," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," "axial," "radial," "circumferential," and the like are used in the orientations and positional relationships indicated in the drawings for convenience in describing the utility model and to simplify the description, and are not intended to indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered limiting of the utility model.
As shown in fig. 1, this embodiment provides a W-shaped conversion beam supporting structure, which includes an upper conversion column 1, a lower conversion column 2 and two vertical columns 3, wherein, the upper conversion column 1 and the lower conversion column 2 are parallel and are arranged from top to bottom, the vertical column 3 with the upper conversion column 1 and the lower conversion column 2 are all fixedly connected and two the vertical column 3 all extends to below the lower conversion column 2, two be provided with a first bracing column 4 and a second bracing column 5 between the vertical columns 3, the first bracing column 4 and one end of the second bracing column 5 all with the upper conversion column 1 fixed connection, the other end respectively with two the vertical column 3 fixed connection, the first bracing column 4 with the second bracing column 5 and two the vertical column 3 enclose into a "W" shaped structure.
The supporting structure provided by the embodiment is used for connecting the upper vertical stress member and the lower vertical stress member, specifically, the upper vertical stress member is mounted on the upper conversion column 1, the lower vertical stress member is mounted on the lower conversion column 2, and the W-shaped structural assembly arranged between the two vertical columns 3 makes the strength of the integral member larger by using a stable triangular structure supporting principle, so that the integral member can also perform a normal supporting function when the load of the upper vertical stress member is increased, and the safety of the integral building is effectively ensured;
specifically, two right-angled triangle support structures and an equilateral triangle support structure are formed among the upper conversion column 1, the lower conversion column 2 and the two vertical columns 3, the whole structure is in a W shape, the stability of the whole member is improved at the center of the support structure, and the support strength of the whole member is enhanced.
As shown in fig. 1, the supporting structure further includes an upper beam column 6 fixedly connected to the upper conversion column 1, where the upper beam column 6 is an upper vertical stressed member or the upper vertical stressed member may be mounted on the upper beam column 6, one end of the first bracing column 4 and one end of the second bracing column 5 connected to the upper conversion column 1 are fixedly connected, and the upper beam column 6 is located right above a connection point of the first bracing column 4 and the second bracing column 5. This arrangement enables the load on the upper beam column 6 to be distributed evenly to the lower components, thereby ensuring that the lower components support the upper load effectively.
As shown in fig. 1, a vertical mounting hole is formed in the upper conversion column 1, the lower end of the upper beam column 6 extends into the vertical mounting hole, and the upper ends of the first diagonal brace 4 and the second diagonal brace 5 extend into the vertical mounting hole. Make first bracing column 4, second bracing column 5 and roof beam upper prop 6 can directly offset promptly, the load of roof beam upper prop 6 shunts to both sides through first bracing column 4, second bracing column 5 to make whole atress more balanced.
As shown in fig. 1, the upper beam column 6 is further fixedly connected with a positioning buried plate 7 surrounding the upper beam column, the positioning buried plate 7 is connected with the upper conversion column 1 through a plurality of anchor bolts, the positioning buried plate 7 enables the installation position of the upper beam column 6 to be determined, the construction of the whole component is facilitated, and particularly, the upper beam column 6, the first diagonal brace 4 and the second diagonal brace 5 are welded with the upper conversion column 1 at the parts located in the installation vertical holes, so that the connection strength of the component is ensured.
As shown in fig. 1, in order to further facilitate the positioning of the upper beam column 6, the upper conversion column 1 is further provided with a recessed ring groove around the outside of the vertical mounting hole, the positioning buried plate 7 is connected in the ring groove, when the upper beam column 6 is welded, the positioning buried plate 7 is aligned with the ring groove, then the anchor bolt is connected, and then the upper beam column 6 in the vertical mounting hole is welded with the inner wall of the vertical mounting hole from the lower part of the upper conversion column 1.
As shown in fig. 1, each vertical column 3 with lower conversion post 2 meets the department and all is provided with the installation cross bore, first bracing column 4 with second bracing column 5 is kept away from the one end of last conversion post 1 extends to two respectively in the installation cross bore, can make first bracing column 4, second bracing column 5 increase with the vertical column 3 joint strength who corresponds like this, specifically, insert the upper end of first bracing column 4, second bracing column 5 in the installation vertical bore, then insert the installation cross bore that corresponds with the lower extreme (in the lower extreme bending formation portion of inserting 8 of first bracing column 4, second bracing column 5 inserted the installation cross bore), then with first bracing column 4, second bracing column 5 respectively with installation vertical hole inner wall and installation cross hole inner wall welding together can.
Finally, the above embodiments are only for illustrating the technical solutions of the present invention and not for limiting, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications or equivalent substitutions may be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention, and all of them should be covered in the claims of the present invention.
Claims (7)
1. The utility model provides a W type conversion roof beam bearing structure, its characterized in that includes upper conversion post, lower conversion post and two vertical posts, wherein, the upper conversion post with the lower conversion post is parallel and is arranged from top to bottom, vertical post with the upper conversion post with the equal fixed connection of lower conversion post and two vertical post all extends to lower conversion post below, two be provided with first bracing column and second bracing column between the vertical post, first bracing column with the one end of second bracing column all with upper conversion post fixed connection, the other end respectively with two vertical post fixed connection, first bracing column with second bracing column and two vertical post enclose into "W" shape structure.
2. The W-shaped transfer beam support structure of claim 1, further comprising an upper beam column fixedly connected to the upper transfer column, wherein the first and second raker columns are fixedly connected to one end of the upper transfer column and the upper beam column is located right above the connection between the first and second raker columns.
3. A W-shaped transfer beam support structure according to claim 2, wherein the upper transfer column is provided with a mounting vertical hole, the lower end of the upper beam column extends into the mounting vertical hole, and the upper ends of the first diagonal brace column and the second diagonal brace column extend into the mounting vertical hole.
4. A W-type transfer beam support structure according to claim 3, wherein said beam upper column is further fixedly connected with a positioning buried plate surrounding the beam upper column, and said positioning buried plate and said upper transfer column are connected by a plurality of anchor bolts.
5. The support structure for the W-shaped transfer beam as claimed in claim 4, wherein the upper transfer column is further recessed with an annular groove around the vertical installation hole, and the positioning buried plate is connected in the annular groove.
6. A W-shaped conversion beam supporting structure as claimed in claim 5, wherein each vertical column is provided with a mounting cross hole at the junction with the lower conversion column, and the ends of the first diagonal brace and the second diagonal brace far away from the upper conversion column extend into the two mounting cross holes respectively.
7. A W-type conversion beam support structure as claimed in claim 6, wherein lower ends of the first and second raker columns are bent to form insertion portions inserted into the mounting cross-holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121869360.7U CN215829634U (en) | 2021-08-10 | 2021-08-10 | W type conversion roof beam bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121869360.7U CN215829634U (en) | 2021-08-10 | 2021-08-10 | W type conversion roof beam bearing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215829634U true CN215829634U (en) | 2022-02-15 |
Family
ID=80194599
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121869360.7U Active CN215829634U (en) | 2021-08-10 | 2021-08-10 | W type conversion roof beam bearing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215829634U (en) |
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2021
- 2021-08-10 CN CN202121869360.7U patent/CN215829634U/en active Active
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