CN113007451A - Conversion connecting buckle for I-shaped steel structure beam - Google Patents
Conversion connecting buckle for I-shaped steel structure beam Download PDFInfo
- Publication number
- CN113007451A CN113007451A CN202110307142.2A CN202110307142A CN113007451A CN 113007451 A CN113007451 A CN 113007451A CN 202110307142 A CN202110307142 A CN 202110307142A CN 113007451 A CN113007451 A CN 113007451A
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- China
- Prior art keywords
- shaped steel
- steel structure
- connection buckle
- main beam
- side arm
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 55
- 239000010959 steel Substances 0.000 title claims abstract description 55
- 238000006243 chemical reaction Methods 0.000 title claims abstract description 19
- 238000010030 laminating Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 22
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
Images
Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/08—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing
- F16L3/12—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing comprising a member substantially surrounding the pipe, cable or protective tubing
- F16L3/133—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing comprising a member substantially surrounding the pipe, cable or protective tubing and hanging from a pendant
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B2/00—Friction-grip releasable fastenings
- F16B2/02—Clamps, i.e. with gripping action effected by positive means other than the inherent resistance to deformation of the material of the fastening
- F16B2/06—Clamps, i.e. with gripping action effected by positive means other than the inherent resistance to deformation of the material of the fastening external, i.e. with contracting action
- F16B2/065—Clamps, i.e. with gripping action effected by positive means other than the inherent resistance to deformation of the material of the fastening external, i.e. with contracting action using screw-thread elements
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/22—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets specially adapted for supporting a number of parallel pipes at intervals
- F16L3/221—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets specially adapted for supporting a number of parallel pipes at intervals having brackets connected together by means of a common support
Abstract
The invention relates to the technical field of steel structure construction, in particular to a conversion connection buckle for an I-shaped steel structure beam, which comprises a main beam, wherein at least two buckling components are arranged on the main beam, the buckling components are U-shaped, connecting side arms of the buckling components are attached to the main beam, fastening side arms of the main beam are parallel to the main beam, a gap for the I-shaped steel structure beam to pass through is formed between the fastening side arms and the main beam, and a fastening structure facing the gap is arranged on the fastening side arms to fasten the I-shaped steel structure beam. According to the buckle disclosed by the invention, the I-shaped steel structure beam is tightly pressed through the fastening assembly, so that the structural stability of a steel structure under the conditions of large span and large height is realized, and meanwhile, the construction cost and the construction difficulty can be reduced.
Description
Technical Field
The invention relates to the technical field of steel structure construction, in particular to a conversion connecting buckle for an I-shaped steel structure beam.
Background
In engineering construction such as building, decoration and the like, steel structural members are generally adopted to build various required structures. The steel structural member is widely used due to its high structural strength, simple construction process and high efficiency. In the large-span, the high building of big floor that build through the steel construction, need lay a large amount of equipment pipelines on its furred ceiling, if adopt the method of keeping somewhere the built-in board at present, then because be difficult to the accurate position of confirming the built-in board in advance leads to increasing the construction degree of difficulty to set up the built-in board and adopt traditional support to set up, so can the load of greatly increased roofing, not only improved construction cost, still increased the construction degree of difficulty, if adopt welded mode to construct, still be difficult to guarantee structure safety.
Consequently, set up pipeline structure in furred ceiling department and still have the part of treating improvement urgently in current steel construction, should improve the construction convenience to the steel construction to guarantee the fail safe nature of structure, with the demand that the construction of furred ceiling department set up the pipeline after satisfying steel construction, the event needs to propose more reasonable technical scheme, solves not enough among the prior art.
Disclosure of Invention
In order to solve the defects of the prior art mentioned in the above, the invention provides a conversion connection buckle for an I-shaped steel structure beam, which connects large-span I-shaped steel by arranging a buckle connection structure, so that the structural reliability of large-span steel structure construction is improved, the construction is more convenient, and the cost is saved.
In order to achieve the purpose, the invention specifically adopts the technical scheme that:
the utility model provides a conversion connection buckle for I-shaped steel structure roof beam, includes the girder, is provided with two at least lock joint components on the girder, lock joint component be the U-shaped, lock joint component's connection side arm is connected with the girder laminating and the straining side arm of girder is on a parallel with the girder, forms the clearance that is used for I-shaped steel structure roof beam to pass through between straining side arm and the girder, is provided with on the straining side arm towards the clearance to the tight structure in order to support tight I-shaped steel structure roof beam.
The connection buckle disclosed above forms a combined structure through being connected with the main beam, forms a gap for setting up the I-shaped steel structure beam, and supports tightly through supporting the tight structure, thereby realizes that the connection buckle is fixed to the connection of the I-shaped steel structure, ensures the stability and reliability of the large-span steel structure beam.
Further, in order to improve the application scope of buckle, make things convenient for the bayonet socket to go on the I-shaped steel structure roof beam of unidimensional not, the structure of buckle can be improved, and here is optimized and one of them feasible selection is lifted: at least one fastening component is arranged between the connecting side arm and the main beam in a sliding connection mode. When adopting such scheme, the accessible slide adjusting fastening components position on the girder changes the distance between two fastening components to be applicable to the I-shaped steel structure roof beam of different width.
Furthermore, the invention can realize the sliding connection between the fastening component and the main beam in various ways, and is optimized and one of the feasible options is provided: the connecting side arm is arranged in the connecting channel and is provided with a plurality of connecting holes corresponding to the main beam, and the connecting holes are provided with fasteners. When the scheme is adopted, the length of the connecting side arm extending into the connecting through hole can be adjusted, and then the distance between two adjacent fastening components can be controlled.
Furthermore, the structure of the holding structure used in the present invention can be set in various forms, and the structure is not limited, and is optimized and one of the feasible options is shown here: the abutting structure comprises an abutting rod, and an abutting plate is arranged at the front end of the abutting rod. When adopting such scheme, support tight board and be used for contacting and support tight I-shaped steel structure roof beam, for improving to support tight effect, can set up the flexible cushion layer on the contact surface that supports tight board.
Further, the structure of the tightening rod used in the present invention can be optimized, and one of the possible options is as follows: the tightening rod is provided with a threaded section, the tightening side arm is provided with a threaded hole, the threaded section penetrates through the threaded hole, and the threaded section is provided with a locking nut. When adopting such scheme, through adjustable the degree of exploring into of screw-thread fit's structure, and then adjust the packing force.
Furthermore, in order to conveniently adjust the angle of the abutting plate so as to be attached to the I-shaped steel structural beam, the abutting plate and the abutting rod are movably adjusted, and the abutting plate is connected with the front end of the abutting rod through a universal ball head structure.
Further, in order to increase the structure of the buckle for bundling up the pipeline, the structure of the buckle is optimized, and a plurality of fixing pieces for fixing the pipeline are arranged below the main beam.
Still further, optimize the structure of mounting and put one of them feasible scheme out: the fixing piece comprises a fixing ring.
Further, set up solid fixed ring in order conveniently to set up the pipeline below the girder, in order to adjust the position of mounting more conveniently, here optimizes the setting mode of mounting, gives out one of them feasible selection: the fixing piece is arranged at the bottom of the main beam in a sliding mode.
Still further, the present invention optimizes the structure of the mounting fixture and provides one of the possible options: the bottom of the main beam is provided with a hanging groove, and the fixing piece is provided with a hanging block matched with the hanging groove.
Compared with the prior art, the invention has the beneficial effects that:
according to the buckle disclosed by the invention, the I-shaped steel structure beam is tightly pressed through the fastening assembly, so that the structural stability of a steel structure under the conditions of large span and large height is realized, and meanwhile, the construction cost and the construction difficulty can be reduced.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, it should be understood that the following drawings only show 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 structural view of a conversion connection buckle.
In the above drawings, the meanings of the respective symbols are: 1. an I-beam structural beam; 2. a main beam; 3. a fixing member; 4. connecting the side arms; 5. fastening the side arms; 6. a flexible cushion layer; 7. a propping plate; 8. a universal ball head structure; 9. locking the nut; 10. and a support rod.
Detailed Description
The invention is further explained below with reference to the drawings and the specific embodiments.
It should be noted that the description of the embodiments is provided to help understanding of the present invention, but the present invention is not limited thereto. Specific structural and functional details disclosed herein are merely illustrative of example embodiments of the invention. This invention may, however, be embodied in many alternate forms and should not be construed as limited to the embodiments set forth herein.
Examples
To the condition that the steel construction roof beam is difficult to connect the installation at the structure top under the condition of large-span, large-layer height among the prior art, this embodiment provides a conversion connection buckle that conveniently carries out the construction of steel construction roof beam.
Specifically, the technical solution adopted in this embodiment is as follows:
as shown in fig. 1, a conversion connection buckle for an i-shaped steel structure beam 1 comprises a main beam 2, wherein at least two fastening components are arranged on the main beam 2, the fastening components are U-shaped, connecting side arms 4 of the fastening components are attached to the main beam 2, fastening side arms 5 of the main beam 2 are parallel to the main beam 2, a gap for the i-shaped steel structure beam 1 to pass through is formed between the fastening side arms 5 and the main beam 2, and a fastening structure facing the gap is arranged on the fastening side arms 5 to fasten the i-shaped steel structure beam 1.
The connection buckle disclosed above forms a combined structure through being connected with the main beam 2, forms a gap for setting the I-shaped steel structure beam 1, and supports tightly through supporting the tight structure, thereby realizes that the connection buckle is fixed to the connection of the I-shaped steel structure, and ensures the stability and reliability of the large-span steel structure beam.
In order to improve the application scope of buckle, make things convenient for the bayonet socket to go on to the I-shaped steel structure roof beam 1 of different sizes, the structure of buckle can improve, and this embodiment is optimized and is adopted one of them feasible selection: the connecting side arm 4 of one fastening component is connected with the main beam 2 in a sliding way. When adopting such scheme, the accessible slide adjusting fastening components position on girder 2 changes the distance between two fastening components to be applicable to the I-shaped steel structure roof beam 1 of different width.
In some embodiments, the sliding connection between the fastening component and the main beam 2 can be achieved in various ways, and the fastening component can be configured as a latch, a strip, or the like, and this embodiment is optimized and adopts one of the feasible options: the connecting side arm 4 penetrates into the connecting channel, a plurality of connecting holes are correspondingly formed in the connecting side arm 4 and the main beam 2, and fasteners are arranged at the connecting holes. When the scheme is adopted, the length of the connecting side arm 4 extending into the connecting through hole can be adjusted, and then the distance between two adjacent fastening components can be controlled.
Preferably, the fastener adopts a bolt and nut structure or a pin structure.
The abutting structure can be set in various forms, the structure is not limited, the embodiment is optimized and adopts one feasible choice: the abutting structure comprises an abutting rod 10, and an abutting plate 7 is arranged at the front end of the abutting rod 10. When adopting such scheme, support tight board 7 and be used for contacting and support tight I-shaped steel structure roof beam 1, in order to improve the effect of supporting tightly, can set up flexible cushion 6 on the contact surface who supports tight board 7.
Preferably, the abutting plate 7 is provided with a flexible spongy cushion.
The structure of the tightening rod 10 used in the present embodiment can be optimized, and one of the feasible options is adopted here: the tightening rod 10 is provided with a threaded section, the tightening side arm 5 is provided with a threaded hole, the threaded section penetrates through the threaded hole, and the threaded section is provided with a locking nut 9. When the scheme is adopted, the penetration degree of the abutting rod 10 can be adjusted through a thread matching structure, and then the pressing force is adjusted.
In order to adjust the angle of the abutting plate 7 conveniently to be attached to the I-shaped steel structural beam 1, the abutting plate 7 and the abutting rod 10 are movably adjusted, and the abutting plate 7 is connected with the front end of the abutting rod 10 through a universal ball head structure 8. When the structure is arranged, the abutting plate 7 can abut against the I-shaped structural steel to abut tightly according to the size and the shape of the I-shaped structural steel.
Preferably, in order to increase the structure of the buckle for converging the pipeline, the structure of the buckle is optimized, and a plurality of fixing pieces 3 for fixing the pipeline are arranged below the main beam 2.
In some embodiments, the fixing member 3 can be configured as a hook, a hanging ring, a buckle structure, etc., and the present embodiment optimizes the structure of the fixing member 3 and adopts one of the feasible solutions: the fixing member 3 includes a fixing ring.
Preferably, the number of the fixing rings is more than or equal to one, and when the fixing rings are arranged, more pipelines can be arranged below the main beam 2 through the fixing rings.
Preferably, set up solid fixed ring in order to conveniently set up the pipeline below girder 2, in order to adjust the position of mounting 3 more conveniently, optimize the setting mode of mounting 3 here, adopt one of them feasible selection: the fixing piece 3 is arranged at the bottom of the main beam 2 in a sliding mode.
In some embodiments, the structure of the fixing block on the main beam 2 can be configured to be various, such as a sliding rail, a sliding chute, etc., and the embodiment optimizes the structure of the fixing block 3 and adopts one of the feasible options: the bottom of the main beam 2 is provided with a hanging groove, and the fixing part 3 is provided with a hanging block matched with the hanging groove.
The above embodiments are just exemplified in the present embodiment, but the present embodiment is not limited to the above alternative embodiments, and those skilled in the art can obtain other various embodiments by arbitrarily combining with each other according to the above embodiments, and any other various embodiments can be obtained by anyone in light of the present embodiment. The above detailed description should not be construed as limiting the scope of the present embodiments, which should be defined in the claims, and the description should be used for interpreting the claims.
Claims (10)
1. The utility model provides a conversion connection buckle for I-shaped steel structure roof beam which characterized in that: including girder (2), be provided with two at least fastening components on girder (2), fastening component be the U-shaped, fastening component's connection side arm (4) and girder (2) laminating are connected and straining side arm (5) of girder (2) are on a parallel with girder (2), form the clearance that is used for I-shaped steel structure roof beam (1) to pass through between straining side arm (5) and girder (2), be provided with on straining side arm (5) towards the clearance to the tight structure in order to support tight I-shaped steel structure roof beam (1).
2. The conversion connection buckle for the I-shaped steel structure beam according to claim 1, wherein: at least one connecting side arm (4) of the fastening component is connected with the main beam (2) in a sliding way.
3. The conversion connection buckle for the I-shaped steel structural beam according to claim 2, wherein: the connecting device is characterized in that a connecting channel is arranged inside the main beam (2), the connecting side arm (4) penetrates into the connecting channel, a plurality of connecting holes are correspondingly formed in the connecting side arm (4) and the main beam (2), and fasteners are arranged at the connecting holes.
4. The conversion connection buckle for the I-shaped steel structure beam according to claim 1, wherein: the abutting structure comprises an abutting rod (10), and an abutting plate (7) is arranged at the front end of the abutting rod (10).
5. The conversion connection buckle for the I-shaped steel structure beam according to claim 4, wherein: the tightening rod (10) is provided with a threaded section, the tightening side arm (5) is provided with a threaded hole, the threaded section penetrates through the threaded hole, and the threaded section is provided with a locking nut (9).
6. The conversion connection buckle for the I-shaped steel structure beam according to claim 4 or 5, wherein: the abutting plate (7) is connected with the front end of the abutting rod (10) through a universal ball head structure (8).
7. The conversion connection buckle for the I-shaped steel structure beam according to claim 1, wherein: a plurality of fixing pieces (3) used for fixing pipelines are arranged below the main beam (2).
8. The conversion connection buckle for the I-shaped steel structural beam according to claim 7, wherein: the fixing piece (3) comprises a fixing ring.
9. The conversion connection buckle for the I-shaped steel structural beam according to claim 7 or 8, wherein: the fixing piece (3) is arranged at the bottom of the main beam (2) in a sliding manner.
10. The conversion connection buckle for the I-shaped steel structural beam according to claim 9, wherein: the bottom of the main beam (2) is provided with a hanging groove, and the fixing piece (3) is provided with a hanging block matched with the hanging groove.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202110307142.2A CN113007451A (en) | 2021-03-23 | 2021-03-23 | Conversion connecting buckle for I-shaped steel structure beam |
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CN202110307142.2A CN113007451A (en) | 2021-03-23 | 2021-03-23 | Conversion connecting buckle for I-shaped steel structure beam |
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CN202110307142.2A Pending CN113007451A (en) | 2021-03-23 | 2021-03-23 | Conversion connecting buckle for I-shaped steel structure beam |
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN204662937U (en) * | 2015-04-21 | 2015-09-23 | 中建六局建设发展有限公司 | A kind of fixture being fixed on steel structure girder |
CN105569263A (en) * | 2016-02-03 | 2016-05-11 | 山东大学 | Full-assembly-type steel-prefabricated concrete floor slab combination beam and installing method thereof |
CN106869385A (en) * | 2017-03-03 | 2017-06-20 | 山东大学 | Full assembled steel prefabricated concrete floor combination beam |
CN107905380A (en) * | 2017-11-28 | 2018-04-13 | 上海建工二建集团有限公司 | The mechanical connecting structure and connection method of light steel keel gypsum board wall and steel I-beam |
CN111749959A (en) * | 2020-06-29 | 2020-10-09 | 中国五冶集团有限公司 | Support structure for H-shaped steel switching |
CN214579359U (en) * | 2021-03-23 | 2021-11-02 | 中国五冶集团有限公司 | Conversion connecting buckle for I-shaped steel structure beam |
-
2021
- 2021-03-23 CN CN202110307142.2A patent/CN113007451A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN204662937U (en) * | 2015-04-21 | 2015-09-23 | 中建六局建设发展有限公司 | A kind of fixture being fixed on steel structure girder |
CN105569263A (en) * | 2016-02-03 | 2016-05-11 | 山东大学 | Full-assembly-type steel-prefabricated concrete floor slab combination beam and installing method thereof |
CN106869385A (en) * | 2017-03-03 | 2017-06-20 | 山东大学 | Full assembled steel prefabricated concrete floor combination beam |
CN107905380A (en) * | 2017-11-28 | 2018-04-13 | 上海建工二建集团有限公司 | The mechanical connecting structure and connection method of light steel keel gypsum board wall and steel I-beam |
CN111749959A (en) * | 2020-06-29 | 2020-10-09 | 中国五冶集团有限公司 | Support structure for H-shaped steel switching |
CN214579359U (en) * | 2021-03-23 | 2021-11-02 | 中国五冶集团有限公司 | Conversion connecting buckle for I-shaped steel structure beam |
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