CN216007527U - Support beam for giant inclined truss structure of high-rise building - Google Patents
Support beam for giant inclined truss structure of high-rise building Download PDFInfo
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- CN216007527U CN216007527U CN202122313122.4U CN202122313122U CN216007527U CN 216007527 U CN216007527 U CN 216007527U CN 202122313122 U CN202122313122 U CN 202122313122U CN 216007527 U CN216007527 U CN 216007527U
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Abstract
The utility model relates to a huge oblique truss structure of high-rise building is with a supporting beam, the high-rise structure construction technical field of affiliated, including oblique truss, oblique truss one side lower extreme be equipped with high reinforced concrete post, oblique truss opposite side lower extreme be equipped with low reinforced concrete post, high reinforced concrete post upper portion and oblique truss between be equipped with interim horizontal support beam, oblique truss lower part and high reinforced concrete post between be equipped with down interim oblique angle supporting beam, last interim horizontal support beam and high reinforced concrete post between, down interim oblique angle supporting beam and high reinforced concrete post between all be equipped with pre-buried connecting seat. The method has the characteristics of high structural strength, small material consumption and short construction period. The problem of huge oblique truss in upper portion high, the installation degree of difficulty is big is solved.
Description
Technical Field
The utility model relates to a high-rise structure construction technical field, concretely relates to giant oblique truss structure of high-rise building is with a supporting beam.
Background
Under the condition that the current high-rise building modeling is gradually novel, the steel structure building is rapidly developed. The conventional concrete core tube-outer frame steel structure, tube-in-tube structure and the like can not completely meet the requirements of building effects, and a new giant inclined truss structure system gradually emerges. The structure system forms a stress system by the concrete core cylinder, the giant inclined truss and the floor frame, so as to meet the building modeling requirement of large-angle inclination of the vertical face. Because the structure is novel in design, complex in system and unique in modeling, higher requirements are provided for the construction of the on-site steel structure, and the construction difficulty and the measure cost of the steel structure are greatly increased.
Disclosure of Invention
The utility model discloses mainly solve and have structural strength low, the material consumption is big and the construction cycle is long not enough among the prior art, provide a giant oblique truss structure of high-rise building is with a supporting beam, it has the characteristics that structural strength is high, the material consumption is little and construction cycle is short. The problem of huge oblique truss in upper portion high, the installation degree of difficulty is big is solved.
The above technical problem of the present invention can be solved by the following technical solutions:
a supporting beam for a giant inclined truss structure of a high-rise building comprises an inclined truss, wherein a high reinforced concrete column is arranged at the lower end of one side of the inclined truss, a low reinforced concrete column is arranged at the lower end of the other side of the inclined truss, an upper temporary horizontal supporting beam is arranged between the upper portion of the high reinforced concrete column and the inclined truss, a lower temporary oblique-angle supporting beam is arranged between the lower portion of the inclined truss and the high reinforced concrete column, and pre-buried connecting seats are arranged between the upper temporary horizontal supporting beam and the high reinforced concrete column and between the lower temporary oblique-angle supporting beam and the high reinforced concrete column.
Preferably, double-clip connecting plates which are fixedly connected with the upper temporary horizontal supporting beam and the lower temporary oblique-angle supporting beam through bolts are arranged between the embedded connecting seat and the upper temporary horizontal supporting beam and between the embedded connecting seat and the lower temporary oblique-angle supporting beam.
Preferably, lifting lugs fixed to the inclined truss through bolts are arranged above two ends of the upper temporary horizontal supporting beam, steel bull feet lifting lugs are arranged above two ends of the lower temporary oblique angle supporting beam, and steel wire ropes are arranged between the lifting lugs and the upper temporary horizontal supporting beam and between the steel bull feet lifting lugs and the lower temporary oblique angle supporting beam.
Preferably, the steel bull's foot lug of one side is fixed with high reinforced concrete column looks bolted connection, and the steel bull's foot lug of the other side is fixed with the inclined truss looks bolted connection.
Preferably, the upper temporary horizontal support beam and the lower temporary oblique angle support beam respectively comprise four chords which are in square distribution, and a plurality of vertical rods which are in equidistant distribution are arranged between every two adjacent chords.
Preferably, a web member is arranged between the upper end of each vertical rod and the lower end of the adjacent vertical rod.
Preferably, the inclined truss is in a herringbone structure.
The utility model discloses can reach following effect:
the utility model provides a giant oblique truss structure of high-rise building is with a supporting beam compares with prior art, has that structural strength is high, the material consumption is little and construction cycle is short characteristics. The problem of huge oblique truss in upper portion high, the installation degree of difficulty is big is solved.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is the structural schematic diagram of the high reinforced concrete column and the supporting beam in the present invention.
In the figure: high reinforced concrete column 1, oblique truss 2 goes up interim horizontal support beam 3, lug 4, wire rope 5, steel ox foot lug 6, lower interim oblique angle supporting beam 7, low reinforced concrete column 8, pre-buried connecting seat 9, double-layered formula connecting plate 10, chord member 11, pole setting 12, web member 13.
Detailed Description
The technical solution of the present invention is further specifically described below by way of examples and with reference to the accompanying drawings.
Example (b): as shown in fig. 1 and 2, a support beam for a giant inclined truss structure of a high-rise building comprises an inclined truss 2, wherein the inclined truss 2 is in a herringbone structure. 2 one side lower extreme of truss to one side is equipped with high reinforced concrete post 1, 2 opposite side lower extremes of truss to one side are equipped with low reinforced concrete post 8, 1 upper portion of high reinforced concrete post and 2 within a definite time of truss to one side are equipped with interim horizontal support beam 3, 2 lower parts of truss to one side and 1 within a definite time of high reinforced concrete post are equipped with down interim oblique angle supporting beam 7, go up interim horizontal support beam 3, down interim oblique angle supporting beam 7 all includes four chord members 11 that are square distribution, all be equipped with 13 pole settings 12 that are equidistant distribution between two adjacent chord members 11. A web member 13 is arranged between the upper end of each vertical rod 12 and the lower end of the adjacent vertical rod 12. Go up 3 both ends tops of interim horizontal support beam and establish with 2 looks bolted connection fixed lugs 4 of truss to one side, lower interim oblique angle brace beam 7 both ends tops all are equipped with steel ox foot lug 6, and steel ox foot lug 6 and the 1 looks bolted connection of high reinforced concrete post of one side are fixed, and the steel ox foot lug 6 and the 2 looks bolted connection of truss to one side are fixed. And steel wire ropes 5 are arranged between the lifting lugs 4 and the upper temporary horizontal supporting beams 3 and between the steel corbel lifting lugs 6 and the lower temporary oblique angle supporting beams 7. And pre-embedded connecting seats 9 are arranged between the upper temporary horizontal supporting beam 3 and the high reinforced concrete column 1 and between the lower temporary oblique angle supporting beam 7 and the high reinforced concrete column 1. Double-clip connecting plates 10 which are fixedly connected with the upper temporary horizontal supporting beam 3 and the lower temporary oblique angle supporting beam 7 through bolts are arranged between the embedded connecting seat 9 and the upper temporary horizontal supporting beam 3 and between the embedded connecting seat 9 and the lower temporary oblique angle supporting beam 7.
In conclusion, the support beam for the giant inclined truss structure of the high-rise building has the characteristics of high structural strength, small material consumption and short construction period. The problem of huge oblique truss in upper portion high, the installation degree of difficulty is big is solved.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without deviating from the basic characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
In conclusion, the above description is only the specific embodiment of the present invention, but the structural features of the present invention are not limited thereto, and any person skilled in the art can make changes or modifications within the scope of the present invention.
Claims (7)
1. A supporting beam for a giant inclined truss structure of a high-rise building is characterized in that: including oblique truss (2), oblique truss (2) one side lower extreme be equipped with high reinforced concrete column (1), oblique truss (2) opposite side lower extreme be equipped with low reinforced concrete column (8), high reinforced concrete column (1) upper portion and oblique truss (2) between be equipped with interim horizontal support beam (3), oblique truss (2) lower part and high reinforced concrete column (1) between be equipped with down interim oblique angle supporting beam (7), last interim horizontal support beam (3) and high reinforced concrete column (1) between, down interim oblique angle supporting beam (7) and high reinforced concrete column (1) between all be equipped with pre-buried connecting seat (9).
2. The support beam for a giant sway truss structure of a high-rise building as claimed in claim 1, wherein: and double-clamp connecting plates (10) fixedly connected with the upper temporary horizontal supporting beam (3) and the lower temporary oblique angle supporting beam (7) through bolts are arranged between the embedded connecting seat (9) and the upper temporary horizontal supporting beam (3) and between the embedded connecting seat (9) and the lower temporary oblique angle supporting beam (7).
3. The support beam for a giant sway truss structure of a high-rise building as claimed in claim 1, wherein: go up interim horizontal support beam (3) both ends top establish with oblique truss (2) looks bolted connection fixed lug (4), interim oblique angle supporting beam (7) both ends top all be equipped with steel ox foot lug (6) down, lug (4) and last interim horizontal support beam (3) within a definite time, steel ox foot lug (6) and interim oblique angle supporting beam (7) down all are equipped with wire rope (5) within a definite time.
4. The support beam for a giant sway truss structure of a high-rise building as claimed in claim 3, wherein: the steel bull's foot lug (6) of one side and high reinforced concrete column (1) looks bolted connection are fixed, and the steel bull's foot lug (6) of opposite side and purlin frame (2) looks bolted connection are fixed.
5. The support beam for a giant sway truss structure of a high-rise building as claimed in claim 1, wherein: the upper temporary horizontal supporting beam (3) and the lower temporary oblique angle supporting beam (7) respectively comprise four chords (11) which are distributed in a square shape, and a plurality of upright rods (12) which are distributed at equal intervals are arranged between every two adjacent chords (11).
6. The support beam for a giant sway truss structure of a high-rise building as claimed in claim 5, wherein: and web members (13) are arranged between the upper ends of the vertical rods (12) and the lower ends of the adjacent vertical rods (12).
7. The support beam for a giant sway truss structure of a high-rise building as claimed in claim 1, wherein: the inclined truss (2) is of a herringbone structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122313122.4U CN216007527U (en) | 2021-09-24 | 2021-09-24 | Support beam for giant inclined truss structure of high-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122313122.4U CN216007527U (en) | 2021-09-24 | 2021-09-24 | Support beam for giant inclined truss structure of high-rise building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216007527U true CN216007527U (en) | 2022-03-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122313122.4U Active CN216007527U (en) | 2021-09-24 | 2021-09-24 | Support beam for giant inclined truss structure of high-rise building |
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| Country | Link |
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| CN (1) | CN216007527U (en) |
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2021
- 2021-09-24 CN CN202122313122.4U patent/CN216007527U/en active Active
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