CN204940662U - A kind of hall suspended ceiling mounting structure - Google Patents
A kind of hall suspended ceiling mounting structure Download PDFInfo
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- CN204940662U CN204940662U CN201520665419.9U CN201520665419U CN204940662U CN 204940662 U CN204940662 U CN 204940662U CN 201520665419 U CN201520665419 U CN 201520665419U CN 204940662 U CN204940662 U CN 204940662U
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- zinc
- galvanized steel
- type galvanized
- main joist
- corner brace
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Abstract
The utility model proposes a kind of hall suspended ceiling mounting structure, comprise Elements of Space Grid Truss, bolt sphere, C type galvanized steel main joist, C type galvanized steel rider keel, Zinc-coated angle steel, hang muscle and light steel keel gypsum board, Elements of Space Grid Truss arranges bolt sphere, first zinc-plated corner brace and bolt sphere are fixed, one end of first zinc-plated corner brace and one end full weld of Zinc-coated angle steel, the other end of Zinc-coated angle steel is connected with C type galvanized steel main joist, second zinc-plated corner brace side is soldered on Zinc-coated angle steel, opposite side and C type galvanized steel main joist are fixed, C type galvanized steel rider keel is arranged on above C type galvanized steel main joist, C type galvanized steel main joist and C type galvanized steel rider keel are fixed, arrange below C type galvanized steel rider keel and hang muscle, hang muscle and light steel keel gypsum board is fixed.By mounting structure of the present utility model when installing fixing without the need to realizing mainly through welding, simplify mounting process, improve operating efficiency and also reduce cost of production simultaneously.
Description
Technical field
The utility model relates to construction engineering technical field, particularly relates to a kind of hall suspended ceiling mounting structure with lightweight conversion layer.
Background technology
In prior art, hall furred ceiling mostly adopts steel grid structure, the furred ceiling discrepancy in elevation in the Elements of Space Grid Truss distance hall of hall is larger, usually 2000mm-4000mm is reached, and Elements of Space Grid Truss ball node spacing is larger, general at about 3000mm, because Elements of Space Grid Truss chord member holding capacity is less, but in order to ensure that the rigidity of whole ceiling structure reaches requirement, usually select channel-section steel as conversion layer in prior art, but channel-section steel deadweight is larger, reasonable computation is needed to choose, if slightly deviation, the field of load exceeding Elements of Space Grid Truss can be caused, and cause steel grid structure to be destroyed, and adopt channel-section steel to need the steel of at substantial, add cost, every root channel-section steel is with Elements of Space Grid Truss or hang needs when muscle is connected and weld, and mounting process is loaded down with trivial details, long in time limit, reduces operating efficiency, and adopts welded and installed easily to cause environment pollution.
Summary of the invention
Technical problem to be solved in the utility model is: the utility model proposes a kind of hall suspended ceiling mounting structure, need by having welded complex process when solving the installation existed in auditorium, hall suspended ceiling mounting structure in prior art, inefficiency, the problem that cost is high, without the need to realizing mainly through welding when installing fixing, simplify mounting process, improve operating efficiency and also reduce cost of production simultaneously.
The utility model realizes by the following technical solutions:
A kind of hall suspended ceiling mounting structure, it is characterized in that, comprise Elements of Space Grid Truss, bolt sphere, C type galvanized steel main joist, C type galvanized steel rider keel, first zinc-plated corner brace, Zinc-coated angle steel, second zinc-plated corner brace, 3rd zinc-plated corner brace, hang muscle and light steel keel gypsum board, described Elements of Space Grid Truss is provided with described bolt sphere, described first zinc-plated corner brace is connected and fixed by connecting bolt one and described bolt sphere, described one end of first zinc-plated corner brace and one end full weld of described Zinc-coated angle steel, the other end of described Zinc-coated angle steel is fixedly connected with described C type galvanized steel main joist by 2 connecting bolts two, on described second zinc-plated corner brace side full weld to the Zinc-coated angle steel being positioned at described C type galvanized steel main joist lower end and opposite side be fixedly connected with C type galvanized steel main joist by connecting bolt three, described C type galvanized steel rider keel is vertically set on the top of described C type galvanized steel main joist, and described C type galvanized steel main joist and described C type galvanized steel rider keel are connected and fixed by the 3rd zinc-plated corner brace at interface point place, muscle is hung described in being provided with below described C type galvanized steel rider keel, describedly hang muscle and described light steel keel gypsum board is connected and fixed.
Further, described C type galvanized steel rider keel is arranged at intervals with many successively along on described C type galvanized steel main joist length direction, and the spacing between described C type galvanized steel rider keel is 1000-1200mm.
Further, described C type galvanized steel main joist specification is: 100x40x20x2.5mm, described C type galvanized steel rider keel specification is: 100x40x20x2.5mm, described Zinc-coated angle steel specification is: L40x40x3mm, described first zinc-plated corner brace specification is: 70x70x80mm, described second zinc-plated corner brace specification is: 50x50x80mm, and described 3rd zinc-plated corner brace specification is: 70x70x80mm.
Further, described connecting bolt one specification is: M20x80, and described connecting bolt two specification is: M10x30, and described connecting bolt three specification is: M10x30.
Further, described Zinc-coated angle steel is perpendicular to described C type galvanized steel rider keel and C type galvanized steel main joist.
The utility model advantage and good effect:
The utility model proposes a kind of hall suspended ceiling mounting structure, comprise Elements of Space Grid Truss, be arranged on the bolt sphere of Elements of Space Grid Truss lower end, one end that the first zinc-plated corner brace connects Zinc-coated angle steel is arranged through in the below of bolt sphere, the other end of Zinc-coated angle steel is fixedly connected with C type galvanized steel main joist by bolt simultaneously, for strengthening the installation strength of C type galvanized steel main joist, second zinc-plated corner brace is welded on the side of the Zinc-coated angle steel of C type galvanized steel main joist lower end, its opposite side is fixed on C type galvanized steel main joist simultaneously, the upper vertical of C type main joist is provided with C type galvanized steel rider keel, C type galvanized steel main joist and C type galvanized steel rider keel point of intersection are connected and fixed by the 3rd zinc-plated corner brace, the below of C type galvanized steel rider keel is provided with many and hangs muscle, hang muscle by many to be fixed with light steel keel gypsum board and to be connected, the frame mode that C type galvanized steel main joist and C type galvanized steel rider keel are set in the below of Elements of Space Grid Truss is mainly adopted to realize the lifting of the light steel keel gypsum board to hall in visible the present embodiment, and C type galvanized steel main joist respectively by a series of connector as Zinc-coated angle steel, first zinc-plated corner brace, second zinc-plated corner brace and the 3rd zinc-plated corner brace are corresponding is respectively fixed connection with Elements of Space Grid Truss and C type galvanized steel rider keel, compared with prior art, the connected mode of the C type galvanized steel plain sheet in the present embodiment no longer adopts channel-section steel of the prior art, alleviate overall weight, decrease the consumption expending steel, save cost, shorten the duration simultaneously, improve operating efficiency, and in the utility model, adopt C type galvanized steel main joist to be connected mainly through bolt with the connected mode of C type galvanized steel rider keel, mounting process is carried out compared with connection more simply, substantially without the need to welding, environment pollution can not be caused with mainly adopting the mode of weld in prior art.
Accompanying drawing explanation
Fig. 1 is a kind of hall suspended ceiling mounting structure of the utility model schematic diagram;
Fig. 2 is C type galvanized steel main joist and the C type galvanized steel rider keel connecting joint point diagram of the utility model hall suspended ceiling mounting structure;
Fig. 3 is C type galvanized steel main joist and the Zinc-coated angle steel connecting joint point diagram of the utility model hall suspended ceiling mounting structure.
Detailed description of the invention
See Fig. 1-Fig. 3, the embodiment of a kind of hall suspended ceiling mounting structure of the utility model, comprise Elements of Space Grid Truss 1, bolt sphere 2, C type galvanized steel main joist 3, C type galvanized steel rider keel 4, first zinc-plated corner brace 5, Zinc-coated angle steel 6, second zinc-plated corner brace 7, 3rd zinc-plated corner brace 8, hang muscle 9 and light steel keel gypsum board 10, described Elements of Space Grid Truss 1 is provided with described bolt sphere 2, described first zinc-plated corner brace 5 is connected and fixed by connecting bolt one and described bolt sphere 2, described 5 one end of first zinc-plated corner brace and one end full weld of described Zinc-coated angle steel 6, the other end of described Zinc-coated angle steel 6 is fixedly connected with described C type galvanized steel main joist 3 by 2 connecting bolts two, on described second zinc-plated corner brace 7 side full weld to the Zinc-coated angle steel 6 being positioned at described C type galvanized steel main joist 3 lower end and opposite side be fixedly connected with C type galvanized steel main joist 3 by connecting bolt three, described C type galvanized steel rider keel 4 is vertically set on the top of described C type galvanized steel main joist 3, and described C type galvanized steel main joist 3 is connected and fixed by the 3rd zinc-plated corner brace 8 at interface point place with described C type galvanized steel rider keel 4, muscle 9 is hung described in being provided with below described C type galvanized steel rider keel 4, the described muscle 9 that hangs is connected and fixed with described light steel keel gypsum board 10.
Concrete, a kind of hall suspended ceiling mounting structure is proposed in the present embodiment, comprise the Elements of Space Grid Truss 1 being arranged on top, bolt sphere 2 is provided with below Elements of Space Grid Truss 1, bolt sphere 2 is provided with screwed hole, the side of the first zinc-plated corner brace 5 is screwed in bolt sphere 2 by connecting bolt one to be fixed with bolt sphere 2, simultaneously the opposite side of the first zinc-plated corner brace 5 then full weld on Zinc-coated angle steel 6, the lower end of Zinc-coated angle steel 6 is fixedly connected with C type galvanized steel main joist 3 by 2 connecting bolts two, the bottom of C type galvanized steel main joist 3 and Zinc-coated angle steel 6 point of intersection are provided with the second zinc-plated corner brace 7 simultaneously, second zinc-plated corner brace 7 one side welds with Zinc-coated angle steel 6, another side is then fixedly connected with by the bottom of connecting bolt three with C type galvanized steel main joist 3, C type galvanized steel main joist 3 is installed after fixing, again C type galvanized steel rider keel 4 is fixed on above C type galvanized steel main joist 3, and C type galvanized steel rider keel 4 is arranged with C type galvanized steel main joist 3 is mutually vertical, between C type galvanized steel main joist 3 and C type galvanized steel rider keel 4 fixing mainly at both position of intersecting point places by bolt the 3rd zinc-plated corner brace 8 is tightened in both realize fixing, set gradually in the bottom of C type galvanized steel rider keel 4 after fixedly completing and multiplely hang muscle 9, light steel keel gypsum board 10 with hang muscle 9 and be fixedly connected with.The hall suspended ceiling mounting structure proposed in the present embodiment, when carrying out light steel keel gypsum board 10 furred ceiling mainly through by C type galvanized steel main joist 3 by Zinc-coated angle steel 6, first zinc-plated corner brace 5 and Elements of Space Grid Truss 1 are connected and fixed, C type galvanized steel rider keel 4 and C type galvanized steel main joist 3 are connected and fixed simultaneously, C type galvanized steel rider keel 4 is installed by hanging muscle 9 ceiling structure of light steel keel gypsum board 10, connected mode in the present embodiment is connected and fixed mainly through bolt, and whole installation process is substantially without the need to welding, simplify mounting process, shorten the duration, improve operating efficiency, and in the present embodiment, adopt C type galvanized steel main joist 3 and C type galvanized steel rider keel 4 lighter in weight, and more convenient when carrying out installation carrying, in addition, a large amount of steel can be saved, reduce cost.
Preferably, the set-up mode that in the present embodiment, C type galvanized steel main joist 3 and C type galvanized steel rider keel 4 are selected is: described C type galvanized steel rider keel 4 is arranged at intervals with many successively along on described C type galvanized steel main joist 3 length direction, and the spacing between described C type galvanized steel rider keel 4 is 1000-1200mm.Arranging many in the equal correspondence in below of every root C type galvanized steel rider keel 4 and hang muscle 9, carrying out the lifting of light steel keel gypsum board 10 by hanging muscle 9.
Preferably, the below of hanging muscle 9 described in is provided with and the light steel keel gypsum board 10 hanging muscle 9 and be connected.
Preferably, described C type galvanized steel main joist 3 specification is: 100x40x20x2.5mm, described C type galvanized steel rider keel 4 specification is: 100x40x20x2.5mm, described Zinc-coated angle steel 6 specification is: L40x40x3mm, described first zinc-plated corner brace 5 specification is: 70x70x80mm, described second zinc-plated corner brace 7 specification is: 50x50x80mm, and described 3rd zinc-plated corner brace 8 specification is: 70x70x80mm.
Further, described connecting bolt one specification is: M20x80, and described connecting bolt two specification is: M10x30, and described connecting bolt three specification is: M10x30.
Further, described Zinc-coated angle steel 6 is perpendicular to described C type galvanized steel rider keel 4 and C type galvanized steel main joist 3.
Last it is noted that following examples are only in order to illustrate the technical solution of the utility model, be not intended to limit; Although be described in detail the utility model with reference to previous embodiment, those of ordinary skill in the art is to be understood that: it still can be modified to the technical scheme described in foregoing embodiments, or carries out equivalent replacement to wherein portion of techniques feature; And these amendments or replacement, do not make the essence of appropriate technical solution depart from the spirit and scope of each embodiment technical scheme of the present utility model.
Claims (4)
1. a hall suspended ceiling mounting structure, it is characterized in that, comprise Elements of Space Grid Truss, bolt sphere, C type galvanized steel main joist, C type galvanized steel rider keel, first zinc-plated corner brace, Zinc-coated angle steel, second zinc-plated corner brace, 3rd zinc-plated corner brace, hang muscle and light steel keel gypsum board, described Elements of Space Grid Truss is provided with described bolt sphere, described first zinc-plated corner brace is connected and fixed by connecting bolt one and described bolt sphere, described one end of first zinc-plated corner brace and one end full weld of described Zinc-coated angle steel, the other end of described Zinc-coated angle steel is fixedly connected with described C type galvanized steel main joist by 2 connecting bolts two, on described second zinc-plated corner brace side full weld to the Zinc-coated angle steel being positioned at described C type galvanized steel main joist lower end and opposite side be fixedly connected with C type galvanized steel main joist by connecting bolt three, described C type galvanized steel rider keel is vertically set on the top of described C type galvanized steel main joist, and described C type galvanized steel main joist and described C type galvanized steel rider keel are connected and fixed by the 3rd zinc-plated corner brace at interface point place, muscle is hung described in being provided with below described C type galvanized steel rider keel, describedly hang muscle and described light steel keel gypsum board is connected and fixed.
2. hall suspended ceiling mounting structure according to claim 1, it is characterized in that, described C type galvanized steel rider keel is arranged at intervals with many successively along on described C type galvanized steel main joist length direction, and the spacing between described C type galvanized steel rider keel is 1000-1200mm.
3. hall suspended ceiling mounting structure according to claim 2, it is characterized in that, described C type galvanized steel main joist specification is: 100x40x20x2.5mm, described C type galvanized steel rider keel specification is: 100x40x20x2.5mm, described Zinc-coated angle steel specification is: L40x40x3mm, described first zinc-plated corner brace specification is: 70x70x80mm, and described second zinc-plated corner brace specification is: 50x50x80mm, and described 3rd zinc-plated corner brace specification is: 70x70x80mm.
4. hall suspended ceiling mounting structure according to claim 3, is characterized in that, described connecting bolt one specification is: M20x80, and described connecting bolt two specification is: M10x30, and described connecting bolt three specification is: M10x30.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520665419.9U CN204940662U (en) | 2015-08-31 | 2015-08-31 | A kind of hall suspended ceiling mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520665419.9U CN204940662U (en) | 2015-08-31 | 2015-08-31 | A kind of hall suspended ceiling mounting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204940662U true CN204940662U (en) | 2016-01-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520665419.9U Expired - Fee Related CN204940662U (en) | 2015-08-31 | 2015-08-31 | A kind of hall suspended ceiling mounting structure |
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| Country | Link |
|---|---|
| CN (1) | CN204940662U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577543A (en) * | 2018-12-28 | 2019-04-05 | 山西五建集团有限公司 | Large-size net rack lower edge abnormity aluminum veneer ceiling construction method |
| CN110512790A (en) * | 2019-08-30 | 2019-11-29 | 北京建工集团有限责任公司 | Large space multi-curvature ceiling structure and its construction method |
-
2015
- 2015-08-31 CN CN201520665419.9U patent/CN204940662U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577543A (en) * | 2018-12-28 | 2019-04-05 | 山西五建集团有限公司 | Large-size net rack lower edge abnormity aluminum veneer ceiling construction method |
| CN110512790A (en) * | 2019-08-30 | 2019-11-29 | 北京建工集团有限责任公司 | Large space multi-curvature ceiling structure and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160106 Termination date: 20200831 |