CN221095568U - Narrow groove main bone of high strength resistance to compression - Google Patents
Narrow groove main bone of high strength resistance to compression Download PDFInfo
- Publication number
- CN221095568U CN221095568U CN202322382884.9U CN202322382884U CN221095568U CN 221095568 U CN221095568 U CN 221095568U CN 202322382884 U CN202322382884 U CN 202322382884U CN 221095568 U CN221095568 U CN 221095568U
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- CN
- China
- Prior art keywords
- fossil fragments
- furred ceiling
- narrow groove
- main bone
- high strength
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- 230000006835 compression Effects 0.000 title claims abstract description 15
- 238000007906 compression Methods 0.000 title claims abstract description 15
- 210000000988 bone and bone Anatomy 0.000 title claims description 28
- 239000012634 fragment Substances 0.000 claims description 67
- 229910000831 Steel Inorganic materials 0.000 claims description 25
- 239000010959 steel Substances 0.000 claims description 25
- 230000003014 reinforcing effect Effects 0.000 claims description 21
- 238000003466 welding Methods 0.000 claims description 13
- 230000002787 reinforcement Effects 0.000 claims description 12
- 238000005728 strengthening Methods 0.000 claims description 10
- 230000005484 gravity Effects 0.000 description 5
- 238000005452 bending Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
Abstract
The utility model discloses a high-strength compression-resistant narrow groove main rib, which relates to the technical field of narrow groove main ribs and aims to solve the problem that the structural strength of the narrow groove main rib is insufficient to bear excessive weight because a keel is bent and deformed when the weight of a ceiling board below the narrow groove main rib is excessive.
Description
Technical Field
The utility model relates to the technical field of narrow groove main bones, in particular to a high-strength compression-resistant narrow groove main bone.
Background
In conventional narrow groove main bone devices, such as application number: 201320831180.9; the name is: a connection structure of a mating groove keel for a suspended ceiling, the device comprising: the light steel joist that is connected through jib and furred ceiling has set firmly the fossil fragments on the light steel joist side by side, and fossil fragments hanging the piece below and being equipped with supporting recess fossil fragments, fossil fragments hanging the piece bottom and being equipped with first slide, supporting recess fossil fragments top is equipped with the second slide, is connected with slidable slide rail plate between first slide and the second slide, and the bottom of supporting recess fossil fragments extends the flank section that forms the support light guide plate to both sides respectively, and the light guide plate is installed on the flank section of adjacent supporting recess fossil fragments, and beneficial effect is: the supporting groove keels are connected with the keel hanging pieces through the sliding rail plate pieces, the sliding rail plate pieces can slide in the first sliding way and the second sliding way, the supporting groove keels and the sliding rail plate pieces form detachable sliding connection, after the supporting groove keels are damaged, the supporting groove keels can be detached and replaced with new supporting groove keels, the detachment and replacement are simple and convenient, and the connection is firm and stable.
However, when the weight of the suspended ceiling board below the main bone with the narrow groove is excessive, the keel can bend and deform, so that the main bone with the narrow groove has insufficient structural strength to bear the excessive weight; therefore, the existing requirements are not met, and for this purpose we propose a narrow groove main bone with high strength and compression resistance.
Disclosure of utility model
The utility model aims to provide a high-strength compression-resistant narrow groove main bone, which solves the problems that the prior narrow groove main bone in the prior art is insufficient in structural strength and excessive weight load because a keel is bent and deformed when the weight of a suspended ceiling board below the prior narrow groove main bone is excessive.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a narrow recess owner bone of high strength resistance to compression, includes the fossil fragments, the upper end of fossil fragments is provided with structural reinforcement square steel pipe, the lower extreme of fossil fragments is provided with down and hangs spliced pole, and hangs spliced pole and fossil fragments fixed connection down, the lower extreme of hanging spliced pole is provided with furred ceiling mounting panel down, be provided with furred ceiling board groove between furred ceiling mounting panel and the fossil fragments, the inside in furred ceiling board groove inserts and is provided with the furred ceiling board, the both ends of fossil fragments are provided with furred ceiling fossil fragments and hang the knot, and furred ceiling fossil fragments hang knot and fossil fragments integrated into one piece setting, and structural reinforcement square steel pipe and fossil fragments's structural strength and connection stability are strengthened to the inside intensity of structural reinforcement square steel pipe, have improved the bearing performance of fossil fragments, and the strengthening rib has greatly improved the structural strength of fossil fragments, effectively prevent fossil fragments because the too big deformation distortion of gravity, have solved current narrow recess owner bone because when its below furred ceiling board weight is too big, the fossil fragments can bending deformation, cause the problem that narrow recess owner bone structural strength is insufficient to load too big.
Further, the inside of the square steel pipe with reinforced structure is provided with a strength reinforcing column.
Further, the outer circumference of the outer side of the strength reinforcing column is provided with reinforcing column outer ribs, and the anti-twisting performance of the strength reinforcing column is improved by the reinforcing column outer ribs.
Further, connecting plates are arranged at the upper end and the lower end of the strength reinforcing column, and are used for connecting the strength reinforcing column with the structural reinforcing square steel pipe and the spot welding groove.
Further, the up end of connecting plate is provided with the spot welding groove, and spot welding groove and intensity enhancement post, connecting plate, structure reinforcing square shaped steel pipe spot welding connection, and the spot welding groove has greatly improved spot welding operation convenience to improve the stability of being connected between the structure.
Further, the both sides of fossil fragments all are provided with the strengthening rib, and strengthening rib and structure reinforcement square steel pipe welded connection, and the strengthening rib has greatly improved the structural strength of fossil fragments, prevents effectively that fossil fragments from warp because the too big deformation of gravity.
Further, the inside of fossil fragments is provided with the heavy round hole that subtracts, and subtracts heavy round hole and fossil fragments integrated into one piece setting, subtracts heavy round hole very big reduction fossil fragments's whole weight, and circular shape subtracts heavy round hole simultaneously is stronger in structural compressive load bearing property to realize fossil fragments's the heavy purpose of subtracting.
Compared with the prior art, the utility model has the beneficial effects that:
1. According to the utility model, through the arrangement of the structural reinforced square steel pipe and the reinforcing ribs, the structural strength and the connection stability of the structural reinforced square steel pipe and the keels are greatly improved by the strength reinforcing column in the structural reinforced square steel pipe, the bearing performance of the keels is improved, the structural strength of the keels is greatly improved by the reinforcing ribs, the keels are effectively prevented from being distorted due to overlarge deformation of gravity, and the problem that the structural strength of the main bones of the narrow grooves is insufficient to bear overlarge weight due to the fact that the keels are bent and deformed when the weight of the suspended ceiling boards below the main bones is overlarge is solved.
2. Through the setting of subtracting heavy round hole, the whole weight of fossil fragments has greatly been reduced to the heavy round hole that subtracts, and circular shape subtracts heavy round hole is stronger in structural compressive load bearing property simultaneously to realize the heavy purpose of subtracting of fossil fragments.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic view of a keel structure according to the utility model;
FIG. 3 is a schematic view of the internal structure of the upper reinforcing steel member of the present utility model;
FIG. 4 is an enlarged view of a portion of the utility model at A;
In the figure: 1. a keel; 2. structural reinforcement square steel tube; 3. a suspended ceiling support plate; 4. hanging buttons of the suspended ceiling joists; 5. reinforcing ribs; 6. a weight-reducing round hole; 7. a strength reinforcing column; 8. reinforcing column external ribs; 9. a connecting plate; 10. spot welding grooves; 11. hanging a connecting column; 12. a ceiling plate groove; 13. and (3) a ceiling plate.
Detailed Description
Referring to fig. 1-4, an embodiment of the present utility model is provided: the utility model provides a narrow recess owner bone of high strength resistance to compression, includes fossil fragments 1, fossil fragments 1's upper end is provided with structural reinforcement square steel pipe 2, fossil fragments 1's lower extreme is provided with down hangs spliced pole 11, and hangs spliced pole 11 and fossil fragments 1 fixed connection down, down hang spliced pole 11's lower extreme and be provided with furred ceiling mounting panel 3, be provided with furred ceiling groove 12 between furred ceiling mounting panel 3 and the fossil fragments 1, the inside of furred ceiling groove 12 inserts and is provided with furred ceiling 13, fossil fragments 1's both ends are provided with furred ceiling fossil fragments and hang and detain 4, and furred ceiling fossil fragments hang and detain 4 and fossil fragments 1 integrated into one piece setting.
Wherein, the inside of structure enhancement square steel pipe 2 is provided with intensity enhancement post 7, the outside a week of intensity enhancement post 7 is provided with the outer muscle 8 of enhancement post, the upper and lower both ends of intensity enhancement post 7 all are provided with connecting plate 9, the up end of connecting plate 9 is provided with spot welding groove 10, and spot welding groove 10 and intensity enhancement post 7, connecting plate 9, structure enhancement square steel pipe 2 spot welding connection, the both sides of fossil fragments 1 all are provided with strengthening rib 5, and strengthening rib 5 and structure enhancement square steel pipe 2 welded connection, the inside of fossil fragments 1 is provided with and subtracts heavy round hole 6, and subtracts heavy round hole 6 and fossil fragments 1 integrated into one piece setting.
The inside intensity spliced pole 7 of structural reinforcement square steel pipe 2 greatly improves structural strength and the connection stability of structural reinforcement square steel pipe 2 and fossil fragments 1, has improved fossil fragments 1's bearing performance, and strengthening rib 5 has greatly improved fossil fragments 1's structural strength, effectively prevents fossil fragments 1 because the too big deformation distortion of gravity, has solved current narrow recess owner bone, because when its below furred ceiling panel weight is too big, fossil fragments can bending deformation, cause the problem of narrow recess owner bone structural strength not enough loaded too big weight.
Working principle: during the use, the inside intensity spliced pole 7 of structural reinforcement square steel pipe 2 greatly improves structural strength and the connection stability of structural reinforcement square steel pipe 2 and fossil fragments 1, the bearing performance of fossil fragments 1 has been improved, the strengthening rib 5 has greatly improved the structural strength of fossil fragments 1, effectively prevent fossil fragments 1 warp because the too big deformation of gravity, the main bone of current narrow recess has been solved, because when its below furred ceiling panel weight is too big, fossil fragments can bending deformation, cause the problem of narrow recess main bone structural strength insufficient load too big weight, the bulk weight of fossil fragments 1 has greatly been reduced to weight-reducing round hole 6, circular shape weight-reducing round hole 6 is stronger in the structure resistance to compression bearing performance simultaneously, thereby realize the weight-reducing purpose of fossil fragments 1.
Claims (7)
1. The utility model provides a narrow recess owner bone of high strength resistance to compression, includes fossil fragments (1), its characterized in that: the utility model discloses a ceiling tile, including fossil fragments (1), fossil fragments, furred ceiling support plate, furred ceiling board groove (12) are provided with square steel pipe (2) of structural reinforcement, the lower extreme of fossil fragments (1) is provided with down and hangs spliced pole (11), and hangs spliced pole (11) and fossil fragments (1) fixed connection down, the lower extreme of hanging spliced pole (11) is provided with furred ceiling support plate (3), be provided with furred ceiling board groove (12) between furred ceiling support plate (3) and fossil fragments (1), the inside of furred ceiling board groove (12) inserts and is provided with furred ceiling board (13), the both ends of fossil fragments (1) are provided with furred ceiling fossil fragments and hang knot (4), and furred ceiling fossil fragments hang knot (4) and fossil fragments (1) integrated into one piece setting.
2. A high strength compression resistant narrow groove main bone as defined in claim 1, wherein: the inside of the structure reinforced square steel tube (2) is provided with a strength reinforcing column (7).
3. A high strength compression resistant narrow groove main bone as claimed in claim 2, wherein: and reinforcing column outer ribs (8) are arranged on the periphery of the outer side of the strength reinforcing column (7).
4. A high strength compression resistant narrow groove main bone as claimed in claim 2, wherein: the upper end and the lower end of the strength reinforcing column (7) are respectively provided with a connecting plate (9).
5. The narrow groove main bone of claim 4, wherein: the upper end face of the connecting plate (9) is provided with a spot welding groove (10), and the spot welding groove (10) is in spot welding connection with the strength reinforcing column (7), the connecting plate (9) and the structural reinforcing square steel tube (2).
6. A high strength compression resistant narrow groove main bone as defined in claim 1, wherein: both sides of fossil fragments (1) all are provided with strengthening rib (5), and strengthening rib (5) and structural reinforcement square steel pipe (2) welded connection.
7. A high strength compression resistant narrow groove main bone as defined in claim 1, wherein: the inside of fossil fragments (1) is provided with and subtracts heavy round hole (6), and subtracts heavy round hole (6) and fossil fragments (1) integrated into one piece setting.
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221095568U true CN221095568U (en) | 2024-06-07 |
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| GR01 | Patent grant |