CN211774554U - Reinforced steel structure bearing beam structure for building - Google Patents
Reinforced steel structure bearing beam structure for building Download PDFInfo
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- CN211774554U CN211774554U CN202020090359.3U CN202020090359U CN211774554U CN 211774554 U CN211774554 U CN 211774554U CN 202020090359 U CN202020090359 U CN 202020090359U CN 211774554 U CN211774554 U CN 211774554U
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Abstract
The utility model provides a strenghthened type steel construction spandrel girder structure for building belongs to steel construction technical field, including supporting bearing component and connection locking subassembly, base welded connection is in the bottom of support post, and the embedding of stand groove sets up in the top of support post, and crossbeam top member welded fastening is in the both ends outside of bearing crossbeam, and the bearing crossbeam is installed among the stand groove, fixes a position fagging swing joint in the outside surface of bearing crossbeam, and solid fixed ring is fixed to be set up in the surface of fixing a position the fagging, and the spliced pole is articulated to be connected in solid fixed ring, and the nail plate seat is. Through setting up spliced pole and location fagging among the device, the spliced pole forms the triangle-shaped of symmetry inboard at the support post, because triangle-shaped has stability for the spliced pole plays auxiliary stay to the bearing crossbeam in the support post, and the middle part of bearing crossbeam can be protected to the location fagging, makes it be difficult for leading to warping because of the bearing excessive pressure, is applicable to the production and the use of strenghthened type steel construction spandrel girder structure for the building.
Description
Technical Field
The utility model relates to a steel construction technical field specifically is a spandrel girder structure.
Background
Because the steel has higher tensile property, compression resistance and hardness, the steel structure bearing beam has the advantages of high strength, light dead weight, detachability and the like, the steel structure bearing beam has wide application in modern large-scale buildings, the current common bearing beams comprise channel steel, I-steel, full steel plate beams and the like, wherein the channel steel has the advantages of light dead weight, difficult breakage and the like, such as crane beams and working platform beams in factory buildings, floor beams in multi-layer buildings, purlins in roof structures and the like, steel beams can be adopted, most of the current steel structure bearing beams are connected in a welding mode when in use, the welding part is exposed in the air for a long time and can be corroded and corroded, the reinforcing effect of the bearing beams can be greatly reduced in the past, and the cross beams can be greatly subjected to deformation along with the lapse of the service time of the buildings, the vibration of the surrounding environment, foundation settlement and the accumulation of the weight of objects above, make the integral construction have certain potential safety hazard, consolidate present steel construction spandrel girder very necessary, consequently need upgrade and reform transform on the basis of spandrel girder device for current building to overcome current problem and not enough, provide a strenghthened type steel construction spandrel girder structure for building.
SUMMERY OF THE UTILITY MODEL
The utility model discloses an aim at solving exposing of current steel construction spandrel girder welding department for a long time and can receive corruption and corrosion in the air, and along with building live time's lapse, the vibrations of surrounding environment, ground subside and the piling up of top object weight, can cause very big burden to take place the technical problem of deformation to the crossbeam, provide a reinforced steel construction spandrel girder structure for building.
In order to achieve the above object, the utility model provides a following technical scheme: a reinforced steel structure bearing beam structure for buildings comprises a supporting bearing component and a connecting and locking component, wherein the connecting and locking component is arranged at the connecting part of the supporting bearing component;
the supporting and bearing assembly comprises a supporting upright post, a bearing cross beam, a cross beam top piece, positioning supporting plates, connecting columns, fixing rings, a nail plate seat, a base and upright post grooves, the base is welded and connected to the bottom of the supporting upright post, the upright post grooves are embedded and arranged at the top ends of the supporting upright post, the cross beam top piece is welded and fixed at the outer sides of two ends of the bearing cross beam, the bearing cross beam is arranged in the upright post grooves, the positioning supporting plates are movably connected to the outer side surfaces of the bearing cross beam, the fixing rings are fixedly arranged on the surfaces of the positioning supporting plates, the connecting columns;
the connection locking assembly comprises a locking nail, a limiting clamping seat, a locking empty groove, a first bolt, a second bolt and a through hole, the through hole is communicated with the surface of the upright post groove, the locking nail is communicated with the through hole, the limiting clamping seat is welded and fixed on the outer side of the upper end of the supporting upright post, the locking empty groove is arranged in the limiting clamping seat, the first bolt is connected with the edge of the positioning supporting plate, and the second bolt is communicated with the positioning supporting plate.
As a further aspect of the present invention: the beam top piece is a rectangular plate surface and is vertically arranged at the outer ends of the two sides of the bearing beam.
As a further aspect of the present invention: the location fagging divide into upper and lower part, and the location fagging is provided with the connection border, and the connection border all link up with the surperficial outside of location fagging and is provided with connect the through-hole.
As a further aspect of the present invention: the fixing rings are respectively and fixedly arranged on the bottom surface of the lower half part of the positioning supporting plate and the surface of the nail plate seat.
As a further aspect of the present invention: the beam top piece is movably inserted into the locking empty groove in an extending mode.
As a further aspect of the present invention: the nail plate seat is nailed and installed on the inner side of the supporting upright post, and a symmetrical triangle is formed on the inner side of the supporting upright post through the connection of the connecting post and the positioning supporting plate.
As a further aspect of the present invention: and the positioning supporting plate is sleeved and arranged at the center of the bearing cross beam.
The utility model has the advantages that:
1. the utility model discloses in set up the spliced pole, nail plate seat nail connects installation support post inboard, through the spliced pole with fix a position the connection of fagging and form the triangle-shaped of symmetry inboard the support post, because triangle-shaped has stability for the spliced pole plays auxiliary stay to the bearing crossbeam in the support post, can disperse its power of bearing, makes the bearing crossbeam can have the holding power of strengthening and plays the building bearing effect.
2. This kind of strenghthened type steel construction spandrel girder structure for building's advantage lies in being provided with the location fagging, and the fixed suit of location fagging is installed in the center department of bearing crossbeam, installs the location fagging of center department and makes the nail plate seat mounted position that the bottom both sides are connected unanimous, and the auxiliary stay effect is better to can protect the middle part of bearing crossbeam, make it be difficult for leading to warping because of the bearing excessive pressure.
3. This kind of strenghthened type steel construction spandrel girder structure for building is provided with the crossbeam kicking member, and the crossbeam kicking member sets up perpendicularly in the both sides outer end of bearing crossbeam for the rectangle face for in the crossbeam kicking member can imbed spacing cassette, the activity extends the embedding and installs and carry out spacing locking among the locking dead slot, prevent through the double-locking with the locking nail that the bearing crossbeam takes place the displacement not hard up, take place danger after avoiding long-time the use.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a schematic view of the structure of the support column of the present invention.
Fig. 3 is a schematic view of the overall top view structure of the present invention.
Fig. 4 is a schematic view of the locking structure of the present invention.
In FIGS. 1-4: 1-supporting upright posts, 2-bearing cross beams, 3-locking nails, 4-limiting clamping seats, 5-cross beam top pieces, 6-positioning supporting plates, 7-connecting posts, 8-fixing rings, 9-nail plate seats, 10-bases, 11-upright post grooves, 12-locking empty grooves, 13-first bolts, 14-second bolts and 15-through holes.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention.
Referring to fig. 1 to 4, in an embodiment of the present invention, a reinforced steel structure bearing beam structure for building includes a supporting bearing assembly and a connection locking assembly, wherein the connection locking assembly is disposed at a connection position of the supporting bearing assembly;
the supporting and bearing assembly comprises a supporting upright post 1, a supporting cross beam 2, a cross beam top part 5, a positioning support plate 6, a connecting post 7, a fixing ring 8, a nail plate seat 9, a base 10 and a post groove 11, wherein the base 10 is welded and connected to the bottom of the supporting upright post 1, the post groove 11 is embedded and arranged at the top end of the supporting upright post 1, the cross beam top part 5 is welded and fixed at the outer sides of two ends of the supporting cross beam 2, the cross beam top part 5 is a rectangular plate surface and is vertically arranged at the outer ends of two sides of the supporting cross beam 1, so that the cross beam top part 5 can be embedded into the limiting clamp seat 4, movably extends, is embedded and arranged in the locking empty groove 12 for limiting and locking, the supporting cross beam 2 is prevented from being displaced and loosened through double locking with the locking nails 3, the danger after long-time use is avoided, the supporting cross beam 2 is arranged in the post groove 11, the mounting positions of nail plate seats 9 connected with two sides of the bottom of the bearing beam 2 are consistent by the aid of the positioning supporting plate 6 mounted at the center, the auxiliary supporting effect is better, the middle of the bearing beam 2 can be protected, the bearing beam is not prone to deformation caused by bearing overpressure, the fixing ring 8 is fixedly arranged on the surface of the positioning supporting plate 6, the connecting column 7 is hinged to the fixing ring 8, the nail plate seats 9 are nailed and mounted on the inner side of the supporting column 1, a symmetrical triangular shape is formed by the connection of the connecting column 7 and the positioning supporting plate 6 on the inner side of the supporting column 1, the triangular shape has stability, the connecting column 7 plays an auxiliary support for the bearing beam 2 in the supporting column 1, the borne force of the connecting column 7 can be dispersed, the bearing beam 2 can have enhanced supporting force to play a building;
the connection locking assembly comprises a locking nail 3, a limiting clamping seat 4, a locking empty groove 12, a first bolt 13, a second bolt 14 and a through hole 15, the through hole 15 is communicated with the surface of the upright post groove 11, the locking nail 3 is communicated with the through hole 15, the limiting clamping seat 4 is welded and fixed on the outer side of the upper end of the supporting upright post 1, the locking empty groove 12 is arranged in the limiting clamping seat 4, the first bolt 13 is connected with the edge of the positioning supporting plate 6, and the second bolt 14 is communicated with the positioning supporting plate 6.
Wherein, crossbeam top 5 sets up in the both sides outer end of bearing crossbeam 1 for the rectangle face is perpendicular for crossbeam top 5 can imbed in spacing cassette 4 and carry out spacing locking.
Wherein, the location fagging 6 divide into upper and lower part, and the location fagging 6 is provided with the connection border, and the connection border all link up with the surperficial outside of location fagging 6 and is provided with connect the through-hole for location fagging 6 can fixed mounting in the 2 surperficial outsides of bearing beam.
Wherein, solid fixed ring 8 is fixed respectively in the lower half bottom surface of location fagging 6 and the surface of pegboard seat 9 for spliced pole 7 can fix the articulated connection in the surface of location fagging 6 and pegboard seat 9.
Wherein, the beam top part 5 is movably extended and embedded in the locking empty groove 12, and the bearing beam 2 is prevented from displacement looseness by double locking with the locking nail 3.
The nail plate seat 9 is nailed and installed on the inner side of the support upright post 1, a symmetrical triangle is formed on the inner side of the support upright post 1 through the connection of the connecting column 7 and the positioning support plate 6, the triangle has stability, and the connecting column 7 plays an auxiliary support for the bearing cross beam 2 in the support upright post 1 and disperses the bearing force.
Wherein, the position fagging 6 suit is installed in the center department of bearing crossbeam 2, installs and makes the nail plate seat 9 mounted position that the bottom both sides are connected unanimously in center department, and the auxiliary stay effect is better.
The working principle is as follows:
the bearing beam 2 is arranged in a column groove 11 at the top of a support column 1, beam top parts 5 at two sides of the bearing beam 2 are embedded in a locking empty groove 12, the periphery of the outer part of the beam top parts 5 is limited by a limiting clamping seat 4, locking nails 3 penetrate through holes 15 on the surface of the column groove 11 and are communicated with the bearing beam 2, the bearing beam 2 is locked at the through hole 15 at the other end of the surface of the column groove 11, the bearing beam 2 is arranged and fixed on the support column 1, the locking empty groove 12 is limited to prevent the locking empty groove from loosening, the upper part and the lower part of a positioning supporting plate 6 are surrounded and fixed at the center of the bearing beam 2, the edge is connected and fixed by a first bolt 13, a second bolt 14 is communicated with the surface of the positioning supporting plate 6 to be in threaded connection with a body of the bearing beam 2, nail plate seats 9 at the other end of a connecting column 7 hinged with the lower part of the positioning supporting plate 6, make the spliced pole 7 of 8 articulated connections of solid fixed ring through location fagging 6 and nail plate seat 9 surface can carry out the auxiliary stay of top bearing crossbeam 2, disperse its power that bears to the middle part of protection bearing crossbeam 2 makes it be difficult for leading to warping because of the bearing excessive pressure, makes bearing crossbeam 2 can have the holding power of strengthening and plays the building bearing effect.
Claims (7)
1. A reinforced steel structure bearing beam structure for buildings comprises a supporting bearing component and a connecting and locking component, wherein the connecting and locking component is arranged at the connecting part of the supporting bearing component;
the method is characterized in that: the supporting bearing assembly comprises a supporting upright post (1), a bearing cross beam (2), a cross beam top piece (5), a positioning support plate (6), a connecting post (7), a fixing ring (8), a nail plate seat (9), a base (10) and a stand column groove (11), wherein the base (10) is connected to the bottom of the supporting upright post (1) in a welding manner, the stand column groove (11) is embedded into the top end of the supporting upright post (1), the cross beam top piece (5) is fixedly welded on the outer sides of two ends of the bearing cross beam (2), the bearing cross beam (2) is arranged in the stand column groove (11), the positioning support plate (6) is movably connected to the outer side surface of the bearing cross beam (2), the fixing ring (8) is fixedly arranged on the surface of the positioning support plate (6), the connecting post (7) is hinged to the fixing ring (8), and the nail;
connect locking Assembly including locking nail (3), spacing cassette (4), locking dead slot (12), first bolt (13), second bolt (14) and through-hole (15), through-hole (15) link up and set up in stand groove (11) surface, locking nail (3) through connection in through-hole (15), spacing cassette (4) welded fastening is in the upper end outside of support post (1), locking dead slot (12) set up in spacing cassette (4), location fagging (6) edge is connected in first bolt (13), second bolt (14) through connection location fagging (6).
2. The reinforced steel structure spandrel girder structure for building of claim 1, wherein: the beam top piece (5) is a rectangular plate and is vertically arranged at the outer ends of the two sides of the bearing beam (2).
3. The reinforced steel structure spandrel girder structure for building of claim 1, wherein: the positioning supporting plate (6) is divided into an upper part and a lower part, the positioning supporting plate (6) is provided with a connecting edge, and the connecting edge and the outer side of the surface of the positioning supporting plate (6) are provided with connecting through holes in a penetrating mode.
4. The reinforced steel structure spandrel girder structure for building of claim 1, wherein: the fixing rings (8) are respectively and fixedly arranged on the bottom surface of the lower half part of the positioning supporting plate (6) and the surface of the nail plate seat (9).
5. The reinforced steel structure spandrel girder structure for building of claim 1, wherein: the beam top piece (5) is movably inserted into the locking empty groove (12) in an extending mode.
6. The reinforced steel structure spandrel girder structure for building of claim 1, wherein: the nail plate seat (9) is nailed and installed on the inner side of the supporting upright post (1), and a symmetrical triangle is formed on the inner side of the supporting upright post (1) through the connection of the connecting post (7) and the positioning supporting plate (6).
7. The reinforced steel structure spandrel girder structure for building of claim 1, wherein: and the positioning supporting plate (6) is sleeved and installed at the center of the bearing cross beam (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020090359.3U CN211774554U (en) | 2020-01-15 | 2020-01-15 | Reinforced steel structure bearing beam structure for building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020090359.3U CN211774554U (en) | 2020-01-15 | 2020-01-15 | Reinforced steel structure bearing beam structure for building |
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| CN211774554U true CN211774554U (en) | 2020-10-27 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202020090359.3U Active CN211774554U (en) | 2020-01-15 | 2020-01-15 | Reinforced steel structure bearing beam structure for building |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112323982A (en) * | 2020-11-04 | 2021-02-05 | 汨罗市一川钢结构工程有限公司 | Temporary building beam column connection supporting structure |
| CN112324049A (en) * | 2020-11-04 | 2021-02-05 | 汨罗市一川钢结构工程有限公司 | Steel structure net rack for small space |
| CN113550434A (en) * | 2021-08-06 | 2021-10-26 | 邢台职业技术学院 | Connecting assembly for assembled steel structure |
-
2020
- 2020-01-15 CN CN202020090359.3U patent/CN211774554U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112323982A (en) * | 2020-11-04 | 2021-02-05 | 汨罗市一川钢结构工程有限公司 | Temporary building beam column connection supporting structure |
| CN112324049A (en) * | 2020-11-04 | 2021-02-05 | 汨罗市一川钢结构工程有限公司 | Steel structure net rack for small space |
| CN112324049B (en) * | 2020-11-04 | 2023-01-31 | 汨罗市一川钢结构工程有限公司 | Steel structure net rack for small space |
| CN113550434A (en) * | 2021-08-06 | 2021-10-26 | 邢台职业技术学院 | Connecting assembly for assembled steel structure |
| CN113550434B (en) * | 2021-08-06 | 2022-08-09 | 邢台职业技术学院 | Connecting assembly for assembled steel structure |
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