CN203066322U - Large-span metal suspended ceiling suspension structure - Google Patents
Large-span metal suspended ceiling suspension structure Download PDFInfo
- Publication number
- CN203066322U CN203066322U CN 201220681997 CN201220681997U CN203066322U CN 203066322 U CN203066322 U CN 203066322U CN 201220681997 CN201220681997 CN 201220681997 CN 201220681997 U CN201220681997 U CN 201220681997U CN 203066322 U CN203066322 U CN 203066322U
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- suspension
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- furred ceiling
- joint ball
- span metal
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Abstract
The utility model relates to a large-span metal suspended ceiling suspension structure which comprises a shield-type keel, a butterfly-type wind-proof steering suspension part and a joint-type core ball net frame, wherein the joint-type core ball net frame is composed of a cross-shaped suspension disc, a joint ball and a suspension rod. The center of the cross-shaped suspension disc is movably connected with the joint ball, the upper end of the joint ball is in threaded connection with the suspension rod, and a suspension lifting point structure is formed. The large-span metal suspended ceiling suspension structure can achieve 16 square meters to the largest extent among four suspension points in a unit area, and the large-span metal suspended ceiling suspension structure saves owner investment and brings great convenience to installation of a suspension ceiling and installation and daily maintenance of interior equipment of the suspension ceiling. Due to the fact that a dedicated suspension system of the core ball net frame structure is of an artificial-joint type universal structure, installation of the suspension points is simple and concise. The butterfly-type wind-proof steering suspension part enables panels to be simply and conveniently clamped in the keel, and compared with a traditional suspension ceiling, people do not need to be worried about high installation requirements for the keel. The shield-type keel can be installed in any angles, and the panels can be arranged according to conception of a designer and requirements of an owner, so that a whole building is more magnificent.
Description
Technical field
The utility model relates to a kind of structural metal ceiling structure, especially a kind of large span metal furred ceiling suspended structure.
Background technology
At present, the indoor employing open-type of large public building metal ceiling decorations such as airport, exhibition hall, stadiums.Conventional open-type channel spacing density height, suspension centre distance are about 1 square metre between four suspension centres in a unit area generally between 1 meter-1.2 meters, influence the visual perception, and furred ceiling resets etc. to operating personnel's high request.Because space truss structure combines with the printing opacity ceiling often, the open-type furred ceiling demonstrates the advantage that can not be substituted, and especially highlights energy-conservation theory in current low-carbon (LC) society.But space truss structure often puts that excessive and suspension centre fixed point is don't care state with the distance of putting, and installs for traditional ceiling structure and has brought challenge.
Summary of the invention
The utility model is that a kind of large span metal furred ceiling suspended structure will be provided, the plane advantage of this structure and enclosed furred ceiling strong in conjunction with the empty saturating property of traditional open-type furred ceiling, make and reached four meters distance between two suspension centres equally, and avoid conventional open-type channel spacing density too high, abandon the high request that influences in disorder on the visual perception and improved that overhaul of the equipments, furred ceiling reset etc. operating personnel.
For achieving the above object, the technical solution of the utility model is: a kind of large span metal furred ceiling suspended structure, comprise shield type keel, the anti-shift of wind hanging piece of butterfly type, articulated type core balls rack, be characterized in: articulated type core balls rack is by the cross hanging scaffold, joint ball and suspension rod are formed, cross hanging scaffold center and joint ball flexibly connect, and the joint ball upper end is threaded with suspension rod, form and hang the suspension centre structure.
Cross hanging scaffold center is provided with the Internal Spherical Surface connector, and Internal Spherical Surface connector upper end open diameter is less than the joint ball diameter, lower end fixedly connected cross hanging scaffold base plate.
The joint ball upper end is provided with connecting screw rod, and joint ball is connected by connecting screw rod and suspension rod are adjustable.
The cross hanging scaffold connects the anti-shift of wind hanging piece of butterfly type by shield type keel.
Two distance≤40000 millimeter that hang between the suspension centre structure.
The diameter of joint ball is 49mm, and the screw thread of connecting screw rod is M20, and reach is 45mm.
Shield type keel lower end clamps and turns to hanging piece, and by turning to hanging piece to connect the anti-shift of wind hanging piece of butterfly type.
The beneficial effects of the utility model are:
The utility model adopts the special-purpose suspension of the core balls space truss structure of joint prosthesis formula, shield type keel and the anti-shift of wind hanging piece of butterfly type to form novel large span metal ceiling system, the particularly suitable airport,, the indoor open-type metal of large public building ceiling decorations such as exhibition hall, stadiums.
Large span metal furred ceiling suspended structure of the present utility model in a unit area between four suspension centres maximum can reach 16 square metres, invest installation and regular maintenance of returning at furred ceiling installation, furred ceiling internal unit and bring great convenience except saving the owner.And the special-purpose suspension of core balls space truss structure is because the universal structure of joint prosthesis formula makes the installation of suspension centre more terse.More convenient when the anti-shift of wind hanging piece of butterfly type makes panel be stuck in keel, needn't be high and worried to the installation requirement of keel like that for traditional furred ceiling again.And shield type keel can be mounted to arbitrarily angledly, panel is then arranged by designer's design and owner's requirement, makes whole building more grand.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is articulated type core balls space truss structure schematic diagram;
Fig. 3 is the vertical view of Fig. 2;
Fig. 4 is shield type keel and turns to the hanging piece connection diagram;
Fig. 5 is that articulated type core balls rack is used for large span metal furred ceiling suspension schematic diagram.
The specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing and embodiment.
As shown in Figure 1, large span metal furred ceiling suspended structure of the present utility model comprises shield type keel 2, the anti-shift of wind hanging piece 3 of butterfly type, articulated type core balls rack 1 etc.
As Fig. 2, shown in 3, articulated type core balls rack is by cross hanging scaffold 5, and joint ball 4 and suspension rod 7 are formed, and cross hanging scaffold 5 centers and joint ball 4 flexibly connect, and joint ball 4 upper ends are threaded with suspension rod 7, form to hang the suspension centre structure.Cross hanging scaffold 5 centers are provided with Internal Spherical Surface connector 8, and Internal Spherical Surface connector 8 upper end open diameters are less than joint ball 4 diameters, lower end fixedly connected cross hanging scaffold base plate 6.Cross hanging scaffold 5 connects the anti-shift of wind hanging piece 3 of butterfly type by shield type keel 2.Two distance≤40000 millimeter that hang between the suspension centre structure.
As shown in Figure 4, shield type keel 2 with turn to hanging piece 10 to clamp to be connected, to turn to hanging piece 10 to turn to around shield type keel 2 lower end draw-in grooves.
As shown in Figure 5, the plane advantage of the utility model and enclosed furred ceiling strong in conjunction with the empty saturating property of traditional open-type furred ceiling.Aim at the GU-H50 paddy type series alloys panel of large span furred ceiling customization, its paddy type structure meets the facade mechanics principle fully, makes that ultimate range can reach 40000 millimeters distance between its two keel.And the special-purpose suspension combination of DF-H80 shield type keel and DIN-FLNGE core balls space truss structure makes to have reached four meters distance between two suspension centres equally.Avoid conventional open-type channel spacing density too high, abandoned the high request that influences in disorder on the visual perception and improved that overhaul of the equipments, furred ceiling reset etc. operating personnel.150 paddy type H50 series metal hang ceiling panel of four meters large spans, four meters span DF-H80 shield type keel and DIN-FLNG core balls space truss structure suspension have carried out revolutionary overturning for traditional ceiling structure.
Claims (8)
1. large span metal furred ceiling suspended structure, comprise shield type keel (2), the anti-shift of wind hanging piece (3) of butterfly type, articulated type core balls rack (1), it is characterized in that: described articulated type core balls rack (1) is by cross hanging scaffold (5), joint ball (4) and suspension rod (7) are formed, cross hanging scaffold (5) center and joint ball (4) flexibly connect, joint ball (4) upper end is threaded with suspension rod (7), forms to hang the suspension centre structure.
2. large span metal furred ceiling suspended structure according to claim 1, it is characterized in that: described cross hanging scaffold (5) center is provided with Internal Spherical Surface connector (8), Internal Spherical Surface connector (8) upper end open diameter is less than joint ball (4) diameter, lower end fixedly connected cross hanging scaffold base plate (6).
3. large span metal furred ceiling suspended structure according to claim 1 is characterized in that: described joint ball (4) upper end is provided with connecting screw rod (9), and joint ball (4) is by connecting screw rod (9) and adjustable connection of suspension rod (7).
4. large span metal furred ceiling suspended structure according to claim 1 is characterized in that: described cross hanging scaffold (5) connects the anti-shift of wind hanging piece (3) of butterfly type by shield type keel (2).
5. large span metal furred ceiling suspended structure according to claim 1 is characterized in that: described two distance≤40000 millimeter that hang between the suspension centre structures.
6. large span metal furred ceiling suspended structure according to claim 1, it is characterized in that: the diameter of described joint ball (4) is 49mm.
7. large span metal furred ceiling suspended structure according to claim 3, it is characterized in that: the screw thread of described connecting screw rod (9) is M20, reach is 45mm.
8. large span metal furred ceiling suspended structure according to claim 4, it is characterized in that: described shield type keel (2) lower end clamps and turns to hanging piece (10), and by turning to hanging piece (10) to connect the anti-shift of wind hanging piece (3) of butterfly type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220681997 CN203066322U (en) | 2012-12-12 | 2012-12-12 | Large-span metal suspended ceiling suspension structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220681997 CN203066322U (en) | 2012-12-12 | 2012-12-12 | Large-span metal suspended ceiling suspension structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203066322U true CN203066322U (en) | 2013-07-17 |
Family
ID=48765132
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220681997 Expired - Fee Related CN203066322U (en) | 2012-12-12 | 2012-12-12 | Large-span metal suspended ceiling suspension structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203066322U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102943542A (en) * | 2012-12-12 | 2013-02-27 | 上海阿鲁考装饰材料有限公司 | Large-span metal ceiling suspension structure |
| CN104533092A (en) * | 2015-01-04 | 2015-04-22 | 中国建筑第八工程局有限公司 | Truss roof ceiling construction method |
-
2012
- 2012-12-12 CN CN 201220681997 patent/CN203066322U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102943542A (en) * | 2012-12-12 | 2013-02-27 | 上海阿鲁考装饰材料有限公司 | Large-span metal ceiling suspension structure |
| CN104533092A (en) * | 2015-01-04 | 2015-04-22 | 中国建筑第八工程局有限公司 | Truss roof ceiling 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 |
Granted publication date: 20130717 Termination date: 20141212 |
|
| EXPY | Termination of patent right or utility model |