CN102367688A - High-space light steel keel ceiling stabilizing system - Google Patents
High-space light steel keel ceiling stabilizing system Download PDFInfo
- Publication number
- CN102367688A CN102367688A CN2011103738362A CN201110373836A CN102367688A CN 102367688 A CN102367688 A CN 102367688A CN 2011103738362 A CN2011103738362 A CN 2011103738362A CN 201110373836 A CN201110373836 A CN 201110373836A CN 102367688 A CN102367688 A CN 102367688A
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- steel
- furred ceiling
- suspension rod
- round steel
- spacing
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Abstract
The invention discloses a high-space light steel keel ceiling stabilizing system. The system comprises a building structure ceiling and a keel ceiling and is characterized in that a plurality of vertical suspenders are arranged between the building structure ceiling and the keel ceiling; steel sleeves are arranged outside the suspenders; round steel is connected between upper and lower diagonal corners of the two adjacent steel sleeves; the two ends of the round steel are welded with the steel sleeves; the intersection points of the round steel are tightened by turnbuckles; and the space between the adjacent intersection points of the round steel is the space among 3-4 suspenders. The system has the following advantages: the manufacturing cost is lowered and the whole system load is reduced.
Description
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Technical field
the present invention relates to surpass 1.5 meters technical field of construction to decorating the furred ceiling absolute altitude at the bottom of the building structure floor in technical field of building construction, the especially decoration construction.
Background technology
high building floor height space.Traditional construction way of constructing has: be connected between building structure top and the channel system; Comprise a vertical steel frame (being generally the 4# angle steel) and two oblique steel frames (being generally the 4# angle steel); The upper end of wherein vertical steel frame all has been welded to connect a fixedly shaped steel, each fixedly shaped steel all be connected on the structure top through expansion bolt; Said two oblique steel frame one ends symmetry be connected on the vertical steel frame (support angle should 30 ~ 45 spend between); The other end has been welded to connect a fixedly shaped steel; Each fixedly shaped steel all be connected on the structure top through expansion bolt, weld with the channel system bottom of vertical steel frame.This apparatus structure manufacturing cost and construction cost are high, and steel frame system of whole load system load is big.
Summary of the invention
the present invention seeks to: provide a kind of system load little, lower-cost high spacing lightgage steel joist furred ceiling systems stabilisation.
Technical scheme of the present invention is:
a kind of high spacing lightgage steel joist furred ceiling systems stabilisation comprises the keel furred ceiling, it is characterized in that, between keel furred ceiling and building structure top, is connected with several vertical suspension rods, and said suspension rod outside is with a steel sleeve; The diagonal angle up and down of adjacent two steel sleeves is connected with round steel, and said round steel two ends and steel sleeve welding are fixing, get rid of tightly with turnbuckle at the intersection point place of said round steel; Adjacent round steel intersection point spacing is a 3-4 suspension rod spacing.
are preferred, and said suspension rod upper end is connected in the building structure top through expansion tube, and said suspension rod lower end is connected in the keel ceiling system through hanging piece.
are preferred, and said suspension rod is that diameter is the system body screw thread suspension rod of 8mm.
are preferred, and said firm casing diameter is 12.7mm, and wall thickness is 0.6mm.
are preferred, and said round steel diameter is more than or equal to 10mm.
are preferred, and said turnbuckle is enclosed 00 a type screw-button.
Advantage of the present invention is:
the present invention makes the lightgage steel joist ceiling system form firm structure; Thereby guarantee the stability of whole lightgage steel joist ceiling system framework; Prevent that furred ceiling from rocking or flexural deformation in air pressure change, cause the later stage Thistle board to be difficult for crack, cracking.This invention has reduced manufacturing cost, has lowered the whole system load.
Description of drawings
Below in conjunction with accompanying drawing and embodiment the present invention is further described:
Fig. 1 is the high spacing lightgage steel joist of a present invention furred ceiling systems stabilisation structural representation.
wherein: 1, building structure top, 2, the keel furred ceiling, 3, suspension rod, 4, steel sleeve, 5, round steel, 6, the round steel intersection point, 7, expansion tube, 8, hanging piece.
The specific embodiment
further specify such scheme below in conjunction with specific embodiment.Should be understood that these embodiment are used to the present invention is described and are not limited to limit scope of the present invention.The implementation condition that adopts among the embodiment can be done further adjustment according to the condition of concrete engineering, and not marked implementation condition is generally the condition in the normal experiment.
a kind of high spacing lightgage steel joist furred ceiling systems stabilisation comprises keel furred ceiling 2, between keel furred ceiling 2 and building structure top 1, is connected with several vertical suspension rods 3, and said suspension rod 3 outsides are with a steel sleeve 4; The diagonal angle up and down of adjacent two steel sleeves 4 is connected with round steel 5, and said round steel 5 two ends and steel sleeve 4 welding are fixing, get rid of tightly with turnbuckle at intersection point 6 places of said round steel; Adjacent round steel intersection point 6 spacings are 3-4 suspension rod spacing.
In
preferred embodiment of the present invention, said suspension rod 3 upper ends are connected in building structure top 1 through expansion tube, and said suspension rod 3 lower ends are connected in keel ceiling system 2 through hanging piece.
In
preferred embodiment of the present invention, said suspension rod 3 is the system body screw thread suspension rod of 8mm for diameter.
In
preferred embodiment of the present invention, said firm sleeve pipe 4 diameters are 12.7mm, and wall thickness is 0.6mm.
In
preferred embodiment of the present invention, said round steel 6 diameters are more than or equal to 10mm.
In
preferred embodiment of the present invention, said turnbuckle is enclosed 00 a type screw-button.
above to be shown and has described basic principle of the present invention, principal character and advantage of the present invention.The technician of the industry should understand; The present invention is not restricted to the described embodiments; That describes in the foregoing description and the manual just explains principle of the present invention; The present invention also has various changes and modifications under the prerequisite that does not break away from spirit and scope of the invention, and these variations and improvement all fall in the scope of the invention that requires protection.
Claims (6)
1. one kind high spacing lightgage steel joist furred ceiling systems stabilisation comprises the keel furred ceiling, it is characterized in that, between keel furred ceiling and building structure top, is connected with several vertical suspension rods, and said suspension rod outside is with a steel sleeve; The diagonal angle up and down of adjacent two steel sleeves is connected with round steel, and said round steel two ends and steel sleeve welding are fixing, get rid of tightly with turnbuckle at the intersection point place of said round steel; Adjacent round steel intersection point spacing is a 3-4 suspension rod spacing.
2. high spacing lightgage steel joist furred ceiling systems stabilisation according to claim 1 is characterized in that, said suspension rod upper end is connected in the building structure top through expansion tube, and said suspension rod lower end is connected in the keel ceiling system through hanging piece.
3. high spacing lightgage steel joist furred ceiling systems stabilisation according to claim 1 is characterized in that, said suspension rod is that diameter is the system body screw thread suspension rod of 8mm.
4. high spacing lightgage steel joist furred ceiling systems stabilisation according to claim 1 is characterized in that said firm casing diameter is 12.7mm, and wall thickness is 0.6mm.
5. high spacing lightgage steel joist furred ceiling systems stabilisation according to claim 1 is characterized in that said round steel diameter is more than or equal to 10mm.
6. high spacing lightgage steel joist furred ceiling systems stabilisation according to claim 1 is characterized in that said turnbuckle is enclosed 00 a type screw-button.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110373836 CN102367688B (en) | 2011-11-22 | 2011-11-22 | High-space light steel keel ceiling stabilizing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110373836 CN102367688B (en) | 2011-11-22 | 2011-11-22 | High-space light steel keel ceiling stabilizing system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102367688A true CN102367688A (en) | 2012-03-07 |
| CN102367688B CN102367688B (en) | 2013-09-04 |
Family
ID=45760276
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110373836 Active CN102367688B (en) | 2011-11-22 | 2011-11-22 | High-space light steel keel ceiling stabilizing system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102367688B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004156343A (en) * | 2002-11-07 | 2004-06-03 | Kajima Corp | Composite truss bridge and its construction method |
| CN2793198Y (en) * | 2005-04-14 | 2006-07-05 | 贵阳铝镁设计研究院 | Hung stand structure of wind shield |
| CN2869201Y (en) * | 2006-01-16 | 2007-02-14 | 谢少文 | Truss body middle bearing suspension lifting scaffold |
| CN101575892A (en) * | 2009-03-26 | 2009-11-11 | 北京市建筑工程装饰有限公司 | Large-area lower edge nested aluminum plate curved hung ceiling with high punching rate and construction method thereof |
| US7823347B1 (en) * | 2001-02-27 | 2010-11-02 | Lawrence Blinn | Structural member and structural systems using structural member |
| CN202324294U (en) * | 2011-11-22 | 2012-07-11 | 苏州市建筑设计研究院有限责任公司 | High-space light steel keel hanging ceiling stabilizing system |
-
2011
- 2011-11-22 CN CN 201110373836 patent/CN102367688B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7823347B1 (en) * | 2001-02-27 | 2010-11-02 | Lawrence Blinn | Structural member and structural systems using structural member |
| JP2004156343A (en) * | 2002-11-07 | 2004-06-03 | Kajima Corp | Composite truss bridge and its construction method |
| CN2793198Y (en) * | 2005-04-14 | 2006-07-05 | 贵阳铝镁设计研究院 | Hung stand structure of wind shield |
| CN2869201Y (en) * | 2006-01-16 | 2007-02-14 | 谢少文 | Truss body middle bearing suspension lifting scaffold |
| CN101575892A (en) * | 2009-03-26 | 2009-11-11 | 北京市建筑工程装饰有限公司 | Large-area lower edge nested aluminum plate curved hung ceiling with high punching rate and construction method thereof |
| CN202324294U (en) * | 2011-11-22 | 2012-07-11 | 苏州市建筑设计研究院有限责任公司 | High-space light steel keel hanging ceiling stabilizing system |
Non-Patent Citations (1)
| Title |
|---|
| 庞俊霞: "《浅谈装饰吊顶反支撑》", 《山西建筑》 * |
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| Publication number | Publication date |
|---|---|
| CN102367688B (en) | 2013-09-04 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20120731 Address after: 215021 Suzhou Industrial Park, Jiangsu Xinghai street, No. 9 Applicant after: Suzhou Institute of Architectural Design Co., Ltd. Address before: 215021 Suzhou Industrial Park, Jiangsu, Xinghai street, No. 9, No. Applicant before: Suzhou Institute of Architectural Design Co., Ltd. |
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| C14 | Grant of patent or utility model | ||
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Address after: 215021 Suzhou Industrial Park, Jiangsu Xinghai street, No. 9 Patentee after: Design group Limited by Share Ltd Address before: 215021 Suzhou Industrial Park, Jiangsu Xinghai street, No. 9 Patentee before: Suzhou Institute of Architectural Design Co., Ltd. |
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| CP01 | Change in the name or title of a patent holder |