CN212656383U - Modular multi-story high-rise assembled steel structure occlusion steel beam frame - Google Patents
Modular multi-story high-rise assembled steel structure occlusion steel beam frame Download PDFInfo
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- CN212656383U CN212656383U CN202021726025.7U CN202021726025U CN212656383U CN 212656383 U CN212656383 U CN 212656383U CN 202021726025 U CN202021726025 U CN 202021726025U CN 212656383 U CN212656383 U CN 212656383U
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Abstract
The utility model discloses a many high-rise assembled steel construction interlock girder steel frame of modular installs on the erection column through each main beam, and both ends installation auxiliary beam and ripple channel steel roof beam, each junction are equipped with supplementary mounting, and ripple channel steel roof beam accessible prestressing force rope interlock is fixed to be longer span. The utility model discloses set up between a plurality of auxiliary fixtures and crossbeam and the ripple groove girder steel fixed mutually, the improvement that such connected mode is showing the bearing capacity of assembled girder steel, has banned traditional cast in situ mode, the effectual construction quality of having guaranteed has increased the span, has reduced engineering cost, can realize large-scale industrial production and on-the-spot rapid Assembly formula simultaneously, reduces construction cycle.
Description
Technical Field
The utility model relates to an assembly type structure technical field particularly, relates to modular many high-rise assembled steel construction interlock girder steel frame.
Background
The steel structure frame supporting system is a structural system which is used for bearing and resisting lateral force and is formed by steel beams and steel columns in the longitudinal direction and the transverse direction of a house, can provide a large inner space, is flexible in building plane arrangement, is suitable for various using functions, is high in steel stability, good in anti-seismic performance, high in construction speed, high in mechanical degree, simple in structure, easy to standardize and finalize components, and can adopt steel beams for crane beams and working platform beams in a factory building, floor beams in a multi-storey building, purlins in a roof structure and the like.
In the existing assembled steel structure system, the assembled steel structure system can be divided into a plurality of support forms, different support forms can achieve different effects on different frames, and most of the support forms are connected through bolts, so that the number of required bolts and the steel consumption of a web plate are large, and the shearing resistance and the bearing capacity need to be improved. Meanwhile, when the method is applied to a large-span assembly type steel structure system, the height and the area of the section of the beam are greatly increased by the traditional assembly type steel member, and the steel consumption is increased.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a many high-rise assembled steel construction interlock girder steel frame of modular to solve the problem that provides among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a modularized multi-story high-rise assembly type steel structure occlusion steel beam frame comprises an installation column, a first main beam, a second main beam, a third main beam and a fourth main beam, wherein the first main beam is fixedly installed on the left side of the installation column, the first main beam and the installation column are fixed together in a welding mode, the second main beam is fixedly installed at the front end of the installation column, the second main beam and the installation column are fixed together in a welding mode, the third main beam is fixedly installed on the right side of the installation column, the third main beam and the installation column are fixed together in a welding mode, the fourth main beam is fixedly installed at the rear end of the installation column, the fourth main beam and the installation column are fixed together in a welding mode, a fixing part between the first main beam and the second main beam is a right angle, and a first auxiliary beam is fixedly welded between the first main beam and the second main beam, an included angle between the second main cross beam and the third main cross beam is a right angle, a first auxiliary fixing piece is fixedly welded between the second main cross beam and the third main cross beam, an included angle between the third main cross beam and the fourth main cross beam is a right angle, a first auxiliary fixing piece is fixedly welded between the third main cross beam and the fourth main cross beam, an included angle between the fourth main cross beam and the first main cross beam is a right angle, a first auxiliary fixing piece is fixedly welded between the fourth main cross beam and the first main cross beam, the first auxiliary fixing part is divided into an upper piece and a lower piece, the upper piece of the first auxiliary fixing part is respectively fixed with the beam upper flanges of the first main beam, the second main beam, the third main beam and the fourth main beam, the lower piece of the first auxiliary fixing piece is fixed with the beam lower flange of the first main beam, the second main beam, the third main beam and the fourth main beam respectively.
Further, the front end fixed mounting of second main beam has first auxiliary beam, the front end fixed mounting of fourth main beam has the second auxiliary beam, it is fixed to be right angle welding between first auxiliary beam and the second main beam, it is fixed to be right angle welding between second auxiliary beam and the fourth main beam, fixed welding has the second auxiliary fixing spare between first auxiliary beam and the second main beam, the second auxiliary fixing spare divide into about two and upper and lower pieces weld with first auxiliary beam top flange, bottom flange mutually respectively, fixed welding has the third auxiliary fixing spare between second auxiliary beam and the fourth main beam, the third auxiliary fixing spare divide into about two and upper and lower pieces and second auxiliary beam top flange, bottom flange mutually weld.
Further, first main beam front end fixed weld has the ripple girder steel in groove, ripple girder steel both ends respectively with first auxiliary beam and the fixed welding of second auxiliary beam, ripple girder steel both ends respectively with first auxiliary beam and the second auxiliary beam between the contained angle be the right angle, fixed mounting has the supplementary mounting of fourth between ripple girder steel in groove and first auxiliary beam and the second auxiliary beam, the supplementary mounting of fourth divide into about two and upper and lower piece and ripple girder steel in groove, the top flange of first auxiliary beam and second auxiliary beam, the bottom flange welds mutually.
Furthermore, the corrugated steel channel beam comprises an upper flange and a lower flange, a corrugated web is fixedly arranged between the upper flange and the lower flange, beam end plates are fixedly arranged at two ends of the corrugated web, the upper end of each beam end plate is fixed with the upper flange, the lower end of each beam end plate is fixed with the lower flange, prestressed cable holes are formed in the corrugated web and the beam end plates, and the prestressed cables penetrate through the assembled corrugated web and the prestressed cable holes in the beam end plates to form the occlusion steel beam.
Further, the erection column includes the installation flange seat, the fixed welding flange of going up in installation flange seat top, flange under the fixed welding of installation flange seat lower extreme.
Compared with the prior art, the utility model discloses following beneficial effect has:
the utility model discloses set up between a plurality of auxiliary fixtures and crossbeam and the ripple groove girder steel fixed mutually, the improvement that such connected mode is showing the bearing capacity of assembled girder steel, has banned traditional cast in situ mode, the effectual construction quality of having guaranteed has increased the span, has reduced engineering cost, can realize large-scale industrial production and on-the-spot rapid Assembly formula simultaneously, reduces construction cycle.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic overall structure diagram according to an embodiment of the present invention;
FIG. 2 is a schematic view of a corrugated channel steel beam according to an embodiment of the present invention;
fig. 3 is a schematic view of a mounting post according to an embodiment of the present invention;
fig. 4 is a schematic view of an engaged steel beam according to an embodiment of the present invention;
fig. 5 is a schematic view of a main beam according to an embodiment of the present invention.
Reference numerals:
1. mounting a column; 2. a first main beam; 3. a second main beam; 4. a third main beam; 5. a fourth main beam; 6. a first auxiliary fixing member; 7. a first auxiliary beam; 8. a second auxiliary beam; 9. a second auxiliary fixing member; 10. a third auxiliary fixing member; 11. a corrugated channel steel beam; 12. engaging the steel beam; 111. an upper flange; 112. a lower flange; 113. a beam end plate; 114. a corrugated web; 115. pre-stressed cable holes; 101. installing a flange seat; 102. an upper flange plate; 103. a lower flange plate; 13. a beam upper flange; 14. a beam lower flange; 15. and a fourth auxiliary fixing member.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, rather than all embodiments, and all other embodiments obtained by a person of ordinary skill in the art without creative work belong to the protection scope of the present invention based on the embodiments of the present invention.
In the description of the present invention, it should be noted that the terms "top", "bottom", "one side", "the other side", "front", "back", "middle part", "inside", "top", "bottom", etc. indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, which is only for the convenience of description and simplification of the description, but does not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance; furthermore, unless expressly stated or limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, as they may be fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1-5, a modular multi-story and high-rise assembled steel structure engagement steel beam frame according to an embodiment of the present invention includes a mounting post 1, a first main beam 2, a second main beam 3, a third main beam 4, and a fourth main beam 5, the first main beam 2 is fixedly installed on the left side of the mounting post 1, the first main beam 2 and the mounting post 1 are fixed together by welding, the second main beam 3 is fixedly installed on the front end of the mounting post 1, the second main beam 3 and the mounting post 1 are fixed together by welding, the third main beam 4 is fixedly installed on the right side of the mounting post 1, the third main beam 4 and the mounting post 1 are fixed together by welding, the fourth main beam 5 is fixedly installed on the rear end of the mounting post 1, the fourth main beam 5 and the mounting post 1 are fixed together by welding, the included angle between the first main cross beam 2 and the second main cross beam 3 is a right angle, a first auxiliary fixing part 6 is fixedly welded between the first main cross beam 2 and the second main cross beam 3, the included angle between the second main cross beam 3 and the third main cross beam 4 is a right angle, a first auxiliary fixing part 6 is fixedly welded between the second main cross beam 3 and the third main cross beam 4, the included angle between the third main cross beam 4 and the fourth main cross beam 5 is a right angle, a first auxiliary fixing part 6 is fixedly welded between the third main cross beam 4 and the fourth main cross beam 5, the included angle between the fourth main cross beam 5 and the first main cross beam 2 is a right angle, a first auxiliary fixing part 6 is fixedly welded between the fourth main cross beam 5 and the first main cross beam 2, the first auxiliary fixing part 6 is divided into an upper fixing part and a lower fixing part, and an upper part of the first auxiliary fixing part 6 is respectively connected with the first main cross beam 2 and the second main cross beam 3, the third main beam 4 and the fourth main beam 5 are fixed on the beam upper flange 13, and the lower piece of the first auxiliary fixing piece 6 is fixed on the beam lower flanges 14 of the first main beam 2, the second main beam 3, the third main beam 4 and the fourth main beam 5 respectively.
In addition, a first auxiliary beam 7 is fixedly installed at the front end of the second main beam 3, a second auxiliary beam 8 is fixedly installed at the front end of the fourth main beam 5, the first auxiliary beam 7 and the second main beam 3 are fixed in a right-angle welding manner, the second auxiliary beam 8 and the fourth main beam 5 are fixed in a right-angle welding manner, a second auxiliary fixing member 9 is fixedly welded between the first auxiliary beam 7 and the second main beam 3, the second auxiliary fixing member 9 is divided into an upper sheet and a lower sheet, the upper sheet and the lower sheet are respectively welded with the upper flange and the lower flange of the first auxiliary beam 7, a third auxiliary fixing member 10 is fixedly welded between the second auxiliary beam 8 and the fourth main beam 5, the third auxiliary fixing member 10 is divided into an upper sheet and a lower sheet, the upper sheet and the lower sheet are welded with the upper flange and the lower flange of the second auxiliary beam 8, a corrugated steel beam 11 is fixedly welded at the front end of the first main beam 2, the two ends of the corrugated channel steel beam 11 are respectively fixedly welded with the first auxiliary beam 7 and the second auxiliary beam 8, the two ends of the corrugated channel steel beam 11 are respectively at right angles with the included angles between the first auxiliary beam 7 and the second auxiliary beam 8, a fourth auxiliary fixing member 15 is fixedly arranged between the corrugated channel steel beam 11 and the first auxiliary beam 7 and the second auxiliary beam 8, the fourth auxiliary fixing member 15 is divided into an upper sheet and a lower sheet, the upper sheet and the lower sheet are welded with the upper flange and the lower flange of the corrugated channel steel beam 11, the first auxiliary beam 7 and the second auxiliary beam 8, the corrugated channel steel beam 11 comprises an upper flange 111 and a lower flange 112, a corrugated web plate 114 is fixedly arranged between the upper flange 111 and the lower flange 112, beam end plates 113 are fixedly arranged at the two ends of the corrugated web plate 114, the upper end of the beam end plate 113 is fixed with the upper flange 111, the lower end of the beam end plate is fixed with the lower flange 112, a prestressed cable hole 115 is arranged on the corrugated web plate, the prestressed cable penetrates through the assembled corrugated web 114 and a prestressed cable hole 115 in a beam end plate 113 to form an occlusion steel beam 12, the mounting column 1 comprises a mounting flange base 101, an upper flange 102 is fixedly welded above the mounting flange base 101, and a lower flange 103 is fixedly welded at the lower end of the mounting flange base 101.
The working principle is as follows:
through the above technical scheme, the utility model discloses take out erection column 1 earlier at the job site and do not weld the main beam perpendicularly around mount pad 1, measure the welding with corrugated steel trough beam 11 again after the welding and in the one end of main beam, measure the installation auxiliary beam again, each mounting of while fixed mounting, accessible prestressing force rope is fixed to be interlock together and is formed longer span between the corrugated steel trough beam 11, and the installation finishes the back set up the ceiling can.
The utility model discloses set up between a plurality of auxiliary fixtures and crossbeam and the ripple groove girder steel fixed mutually, the improvement that such connected mode is showing the bearing capacity of assembled girder steel, has banned traditional cast in situ mode, the effectual construction quality of having guaranteed has increased the span, has reduced engineering cost, can realize large-scale industrial production and on-the-spot rapid Assembly formula simultaneously, reduces construction cycle.
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 departing from the spirit or essential 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.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (5)
1. A modularized multi-story high-rise assembly type steel structure occlusion steel beam frame comprises a mounting column (1), a first main beam (2), a second main beam (3), a third main beam (4) and a fourth main beam (5), and is characterized in that the first main beam (2) is fixedly mounted on the left side of the mounting column (1), the first main beam (2) and the mounting column (1) are fixed together in a welding mode, the second main beam (3) is fixedly mounted at the front end of the mounting column (1), the second main beam (3) and the mounting column (1) are fixed together in a welding mode, the third main beam (4) is fixedly mounted on the right side of the mounting column (1), the third main beam (4) and the mounting column (1) are fixed together in a welding mode, and the fourth main beam (5) is fixedly mounted at the rear end of the mounting column (1), the fourth main beam (5) and the mounting column (1) are fixed together in a welding mode, an included angle between the first main beam (2) and the second main beam (3) is a right angle, a first auxiliary fixing part (6) is fixedly welded between the first main beam (2) and the second main beam (3), an included angle between the second main beam (3) and the third main beam (4) is a right angle, a first auxiliary fixing part (6) is fixedly welded between the second main beam (3) and the third main beam (4), an included angle between the third main beam (4) and the fourth main beam (5) is a right angle, a first auxiliary fixing part (6) is fixedly welded between the third main beam (4) and the fourth main beam (5), an included angle between the fourth main beam (5) and the first main beam (2) is a right angle, a first auxiliary fixing part (6) is fixedly welded between the fourth main beam (5) and the first main beam (2), first auxiliary fixing piece (6) divide into two piece from top to bottom, the top of first auxiliary fixing piece (6) respectively with first main beam (2), second main beam (3), third main beam (4), crossbeam top flange (13) of fourth main beam (5) are fixed, the lower piece of first auxiliary fixing piece (6) is fixed with first main beam (2), second main beam (3), third main beam (4), crossbeam bottom flange (14) of fourth main beam (5) respectively.
2. The modular multi-story and high-rise assembled steel structure engagement steel beam frame as claimed in claim 1, wherein a first auxiliary beam (7) is fixedly mounted at the front end of the second main beam (3), a second auxiliary beam (8) is fixedly mounted at the front end of the fourth main beam (5), the first auxiliary beam (7) and the second main beam (3) are fixed by right angle welding, the second auxiliary beam (8) and the fourth main beam (5) are fixed by right angle welding, a second auxiliary fixing member (9) is fixedly welded between the first auxiliary beam (7) and the second main beam (3), the second auxiliary fixing member (9) is divided into an upper piece and a lower piece which are respectively welded with the upper flange and the lower flange of the first auxiliary beam (7), and a third auxiliary fixing member (10) is fixedly welded between the second auxiliary beam (8) and the fourth main beam (5), the third auxiliary fixing part (10) is divided into an upper piece and a lower piece, and the upper piece and the lower piece are welded with the upper flange and the lower flange of the second auxiliary beam (8).
3. The modular multi-story and high-rise fabricated steel structure engagement steel beam frame as claimed in claim 1, wherein a corrugated channel steel beam (11) is fixedly welded to a front end of the first main beam (2), both ends of the corrugated channel steel beam (11) are respectively fixedly welded to the first auxiliary beam (7) and the second auxiliary beam (8), both ends of the corrugated channel steel beam (11) are respectively at right angles to an included angle between the first auxiliary beam (7) and the second auxiliary beam (8), a fourth auxiliary fixing member (15) is fixedly installed between the corrugated channel steel beam (11) and the first auxiliary beam (7) and between the corrugated channel steel beam (8) and the second auxiliary beam (8), and the fourth auxiliary fixing member (15) is divided into an upper piece and a lower piece which are welded to upper and lower flanges of the corrugated channel steel beam (11), the first auxiliary beam (7) and the second auxiliary beam (8).
4. The modular multi-story/high-rise fabricated steel structure engagement steel beam frame as claimed in claim 1, wherein the corrugated channel steel beam (11) comprises an upper flange (111) and a lower flange (112), a corrugated web (114) is fixedly installed between the upper flange (111) and the lower flange (112), beam end plates (113) are fixedly installed at both ends of the corrugated web (114), the upper ends of the beam end plates (113) are fixed to the upper flange (111), the lower ends of the beam end plates are fixed to the lower flange (112), prestressed cable holes (115) are formed in the corrugated web (114) and the beam end plates (113), and the prestressed cable penetrates through the prestressed cable holes (115) formed in the assembled corrugated web (114) and the beam end plates (113) to form the engagement steel beam (12).
5. A modular multi-story assembled steel structural steel bite-beam frame as claimed in claim 1, wherein the mounting post (1) comprises a mounting flange seat (101), an upper flange (102) is fixedly welded above the mounting flange seat (101), and a lower flange (103) is fixedly welded at the lower end of the mounting flange seat (101).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021726025.7U CN212656383U (en) | 2020-08-18 | 2020-08-18 | Modular multi-story high-rise assembled steel structure occlusion steel beam frame |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202021726025.7U CN212656383U (en) | 2020-08-18 | 2020-08-18 | Modular multi-story high-rise assembled steel structure occlusion steel beam frame |
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| CN212656383U true CN212656383U (en) | 2021-03-05 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111894129A (en) * | 2020-08-18 | 2020-11-06 | 山东经典重工集团股份有限公司 | Modular multi-story high-rise assembled steel structure occlusion steel beam frame |
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2020
- 2020-08-18 CN CN202021726025.7U patent/CN212656383U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111894129A (en) * | 2020-08-18 | 2020-11-06 | 山东经典重工集团股份有限公司 | Modular multi-story high-rise assembled steel structure occlusion steel beam frame |
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Address after: 2722199 north of Xishou Road, Chuangye Road, economic development zone, Yanzhou District, Jining City, Shandong Province Patentee after: Classic Heavy Industry Group Co.,Ltd. Address before: 2722199 north of Xishou Road, Chuangye Road, economic development zone, Yanzhou District, Jining City, Shandong Province Patentee before: SHANDONG THE CLASSIC HEAVY INDUSTRY GROUP Co.,Ltd. |
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