CN215564638U - Steel construction net mounting structure of choosing outward - Google Patents
Steel construction net mounting structure of choosing outward Download PDFInfo
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- CN215564638U CN215564638U CN202121116446.2U CN202121116446U CN215564638U CN 215564638 U CN215564638 U CN 215564638U CN 202121116446 U CN202121116446 U CN 202121116446U CN 215564638 U CN215564638 U CN 215564638U
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- steel
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- clamp
- mounting structure
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 131
- 239000010959 steel Substances 0.000 title claims abstract description 131
- 238000010276 construction Methods 0.000 title claims description 8
- 230000000694 effects Effects 0.000 abstract description 9
- 238000009434 installation Methods 0.000 abstract description 5
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
- 239000011572 manganese Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 238000002444 silanisation Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses a steel structure cantilever net mounting structure, which comprises a floor bearing plate, an upper clamp, a steel wire rope, a cantilever net and a lower clamp, wherein steel beams are fixedly connected to one side of the lower surface of the floor bearing plate, the number of the floor bearing plate and the number of the steel beams are respectively two, the lower end of one steel beam is arranged in the upper clamp, the lower end of the other steel beam is arranged in the lower clamp, the width of the upper clamp can be adjusted through a fastening bolt through the arranged upper clamp so as to meet the width of the lower flange of the steel beam, the upper clamp can be fixed at the lower flange of the steel beam, the flange steel plate can be tightly propped through the arranged lower clamp by adopting an adjusting bolt, the lower clamp can be fixed on the flange steel plate, the cantilever net is arranged between the upper clamp and the lower clamp, the upper clamp and the lower clamp can be disassembled, and the disassembly effect of the cantilever net can be realized, the installation is simple, convenient, safe and reliable in the mode, and the disassembly is simple.
Description
Technical Field
The utility model belongs to the technical field of steel structure construction, and particularly relates to a steel structure cantilever net mounting structure.
Background
Steel structures are structures composed of steel materials and are one of the main building structure types. The structure mainly comprises steel beams, steel columns, steel trusses and other members made of section steel, steel plates and the like, and rust removing and preventing processes such as silanization, pure manganese phosphating, washing drying, galvanization and the like are adopted. The components or parts are typically joined by welds, bolts or rivets. Because of its light dead weight, and construction is simple and convenient, widely apply to fields such as large-scale factory building, venue, superelevation layer. The steel structure is easy to rust, and generally the steel structure needs to be derusted, galvanized or painted, and needs to be maintained regularly.
At present, the steel construction wide application is in the high-rise building construction, adopts steel structural framework and steel bar truss building carrier plate structure, is favorable to accelerating the construction progress. When choosing the net outward in the installation, install anchor clamps in the girder steel top flange usually, though be convenient for construct, but anchor clamps influence the installation of follow-up steel bar truss building carrier plate, and follow-up dismantlement is changed and is easily had the safety risk.
SUMMERY OF THE UTILITY MODEL
The utility model aims to overcome the defects in the prior art and provide a steel structure cantilever net mounting structure to solve the problem that the subsequent dismantling and modification proposed in the background art are easy to have safety risks.
In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides a net mounting structure is chosen outward to steel construction, includes building carrier plate, goes up anchor clamps, wire rope, chooses net and anchor clamps down outward, building carrier plate lower surface one side fixedly connected with girder steel, building carrier plate and girder steel quantity all set up to two, one of them the girder steel lower extreme sets up inside last anchor clamps, one of them another the girder steel lower extreme sets up inside anchor clamps down, the anchor clamps outer end is provided with U shaped steel board down, surface welding has fixed steel pipe on the U shaped steel board, fixed steel pipe one side is provided with the girder steel web, girder steel web one end sets up anchor clamps place girder steel side down, girder steel web surface is provided with chooses the net outward, choose net upper surface one side outward and be provided with wire rope, the wire rope other end sets up at last anchor clamps side.
Preferably, be provided with rotatory fastener in the middle of fixed steel pipe and the girder steel web, rotatory fastener outer end sets up at girder steel web side.
Preferably, an adjusting bolt is connected between the U-shaped steel plate and the steel beam in a threaded manner, and the lower end of the adjusting bolt is arranged on the lower surface of the U-shaped steel plate.
Preferably, the U-shaped steel plate is hollow.
Preferably, the two steel beams are both in an I-shaped shape.
Compared with the prior art, the utility model provides a steel structure cantilever net mounting structure, which has the following beneficial effects:
1. according to the utility model, through the arranged upper clamp, the width of the upper clamp can be adjusted through the fastening bolt to meet the width of the lower flange of the steel beam, the upper clamp can be fixed at the lower flange of the steel beam, through the arranged lower clamp, the flange steel plate can be tightly propped by the adjusting bolt, the lower clamp can be fixed on the flange steel plate, and through the arrangement of the cantilever net between the upper clamp and the lower clamp, the effect of disassembling the cantilever net can be realized by disassembling the upper clamp and the lower clamp, and the installation is simple, convenient, safe and reliable in the mode and simpler in disassembly;
2. according to the utility model, through the arranged steel wire rope, one end of the upper clamp and the outer cantilever net can be connected through the steel wire rope, the position of the outer cantilever net can be fixed, on one hand, the inclination degree of the outer cantilever net can be adjusted through adjusting the length of the steel wire rope, and the outer cantilever net is convenient and fast to use, on the other hand, the steel wire rope can be disassembled, so that the effect of mutually separating the outer cantilever net and the upper clamp is realized, and the outer cantilever net is convenient to disassemble;
3. according to the utility model, through the arranged rotary fastener, one end of the cantilever net can be fixed on the steel beam by screwing the rotary fastener between the cantilever net and the fixed steel pipe, and when the cantilever net needs to be disassembled, the effect of separating one end of the cantilever net from one end of the steel beam can be realized only by unscrewing the rotary fastener.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the principles of the utility model without limiting the utility model in which:
fig. 1 is a schematic structural view of a steel structure cantilever net mounting structure provided by the utility model;
FIG. 2 is a front view of a lower clamp in the installation structure of the steel structure cantilever net provided by the utility model;
in the figure: 1. a floor deck; 2. a steel beam; 3. an upper clamp; 4. a wire rope; 5. carrying out outward screening; 6. a lower clamp; 7. a U-shaped steel plate; 8. adjusting the bolt; 9. rotating the fastener; 10. fixing the steel pipe; 11. a steel beam web.
Detailed Description
The technical solutions 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 a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-2, the present invention provides the following technical solutions: a steel structure cantilever net mounting structure comprises a floor support plate 1, an upper clamp 3, a steel wire rope 4, a cantilever net 5 and a lower clamp 6, wherein one side of the lower surface of the floor support plate 1 is fixedly connected with a steel beam 2, the number of the floor support plate 1 and the number of the steel beams 2 are respectively two, the lower end of one steel beam 2 is arranged in the upper clamp 3, the lower end of the other steel beam 2 is arranged in the lower clamp 6, the outer end of the lower clamp 6 is provided with a U-shaped steel plate 7, the upper surface of the U-shaped steel plate 7 is welded with a fixed steel pipe 10, one side of the fixed steel pipe 10 is provided with a steel beam web plate 11, one end of the steel beam web plate 11 is arranged at the side edge of the steel beam 2 where the lower clamp 6 is positioned, the surface of the steel beam web plate 11 is provided with the cantilever net 5, when the cantilever net 5 needs to be disassembled, one end of the steel wire rope 4 is taken down from the cantilever net 5, and a rotary fastener 9 is unscrewed, thus the effect that one end of the cantilever net 5 is separated from one end of the steel beam 2 can be realized, choose net 5 both ends outward and break away from the back, can take off net 5 outward, unscrew fastening bolt on the anchor clamps 3 and adjusting bolt 8 of anchor clamps 6 down simultaneously, take off anchor clamps 3 and anchor clamps 6 from girder steel 2 down, realize the complete dismantlement between this structure and the building carrier plate 1, it is provided with wire rope 4 to choose net 5 upper surface one side outward, the wire rope 4 other end sets up at last anchor clamps 3 side, it connects to go up anchor clamps 3 one end and choose between net 5 one end outward through wire rope 4, can fix net 5 position is chosen outward, can choose net 5 slope degree to adjust outward through adjusting wire rope 4 length on the one hand, it is comparatively convenient, on the other hand also can be through dismantling wire rope 4, the effect that realizes making between net 5 and the last anchor clamps 3 mutual break away from outward, be convenient for choosing net 5 outward and dismantle.
In the utility model, preferably, a rotary fastener 9 is arranged between the fixed steel pipe 10 and the steel beam web 11, the outer end of the rotary fastener 9 is arranged on the side edge of the steel beam web 11, and the effect of separating one end of the cantilever net 5 from one end of the steel beam 2 can be realized by unscrewing the rotary fastener 9.
In the utility model, preferably, an adjusting bolt 8 is connected between the U-shaped steel plate 7 and the steel beam 2 in a threaded manner, the lower end of the adjusting bolt 8 is arranged on the lower surface of the U-shaped steel plate 7, and the lower clamp 6 and the steel beam 2 can be fixed and loosened by screwing the adjusting bolt 8.
In the present invention, it is preferable that the inside of the U-shaped steel plate 7 has a hollow structure.
In the present invention, preferably, both the two steel beams 2 are i-shaped.
The working principle and the using process of the utility model are as follows: when in use, the width of the upper clamp 3 is adjusted through the fastening bolt to accord with the width of the lower flange of the steel beam 2, the upper clamp 3 can be fixed at the lower wing of the steel beam 2, the flange steel plate can be tightly propped by the adjusting bolt 8, the lower clamp 6 can be fixed on the flange steel plate, one end of the overhanging net 5 can be fixed on the steel beam 2 by screwing the rotary fastener 9 between the overhanging net 5 and the fixed steel pipe 10, one end of the upper clamp 3 and one end of the overhanging net 5 are connected through the steel wire rope 4, the position of the overhanging net 5 can be fixed, on one hand, the inclination degree of the overhanging net 5 can be adjusted through adjusting the length of the steel wire rope 4, which is convenient, on the other hand, the steel wire rope 4 can be disassembled, the effect of mutually separating the overhanging net 5 and the upper clamp 3 can be realized, the detaching of the overhanging net 5 is convenient, when the overhanging net 5 needs to be detached, take off 4 one ends of wire rope from choosing net 5 outward to unscrew rotatory fastener 9, can realize choosing the effect that net 5 one end and girder steel 2 one end break away from outward, choose net 5 both ends to break away from outward, can take off choosing net 5 outward, unscrew fastening bolt on the anchor clamps 3 and the adjusting bolt 8 of anchor clamps 6 down simultaneously, will go up anchor clamps 3 and take off from girder steel 2 with anchor clamps 6 down, realize the complete dismantlement between this structure and the building carrier plate 1.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides a net mounting structure is chosen outward to steel construction, includes building carrier plate (1), goes up anchor clamps (3), wire rope (4), chooses net (5) and anchor clamps (6) down outward, its characterized in that: one side of the lower surface of the floor bearing plate (1) is fixedly connected with a steel beam (2), the number of the floor bearing plate (1) and the number of the steel beams (2) are both two, the lower end of one steel beam (2) is arranged in the upper clamp (3), the lower end of the other steel beam (2) is arranged in the lower clamp (6), a U-shaped steel plate (7) is arranged at the outer end of the lower clamp (6), a fixed steel pipe (10) is welded on the upper surface of the U-shaped steel plate (7), a steel beam web (11) is arranged on one side of the fixed steel pipe (10), one end of the steel beam web (11) is arranged on the side edge of the steel beam (2) where the lower clamp (6) is located, girder steel web (11) surface is provided with outer net (5) of choosing, it is provided with wire rope (4) to choose net (5) upper surface one side outward, wire rope (4) other end sets up at last anchor clamps (3) side.
2. The steel structure cantilever net mounting structure of claim 1, wherein: fixed steel pipe (10) and girder steel web (11) centre are provided with rotatory fastener (9), rotatory fastener (9) outer end sets up at girder steel web (11) side.
3. The steel structure cantilever net mounting structure of claim 1, wherein: threaded connection has adjusting bolt (8) between U shaped steel board (7) and girder steel (2), adjusting bolt (8) lower extreme sets up at U shaped steel board (7) lower surface.
4. The steel structure cantilever net mounting structure of claim 1, wherein: the interior of the U-shaped steel plate (7) is of a hollow structure.
5. The steel structure cantilever net mounting structure of claim 1, wherein: the two steel beams (2) are both I-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121116446.2U CN215564638U (en) | 2021-05-24 | 2021-05-24 | Steel construction net mounting structure of choosing outward |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121116446.2U CN215564638U (en) | 2021-05-24 | 2021-05-24 | Steel construction net mounting structure of choosing outward |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215564638U true CN215564638U (en) | 2022-01-18 |
Family
ID=79863243
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121116446.2U Expired - Fee Related CN215564638U (en) | 2021-05-24 | 2021-05-24 | Steel construction net mounting structure of choosing outward |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215564638U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114541790A (en) * | 2022-03-07 | 2022-05-27 | 中建八局第三建设有限公司 | Construction method for quickly assembling and disassembling horizontal overhanging net of high-altitude overhanging outer frame |
| CN115324340A (en) * | 2022-08-22 | 2022-11-11 | 湖南嘉晟住建科技有限公司 | Construction method of prefabricated composite floor slab |
-
2021
- 2021-05-24 CN CN202121116446.2U patent/CN215564638U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114541790A (en) * | 2022-03-07 | 2022-05-27 | 中建八局第三建设有限公司 | Construction method for quickly assembling and disassembling horizontal overhanging net of high-altitude overhanging outer frame |
| CN115324340A (en) * | 2022-08-22 | 2022-11-11 | 湖南嘉晟住建科技有限公司 | Construction method of prefabricated composite floor slab |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220118 |
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| CF01 | Termination of patent right due to non-payment of annual fee |