CN102367688B - High-space light steel keel ceiling stabilizing system - Google Patents
High-space light steel keel ceiling stabilizing system Download PDFInfo
- Publication number
- CN102367688B CN102367688B CN 201110373836 CN201110373836A CN102367688B CN 102367688 B CN102367688 B CN 102367688B CN 201110373836 CN201110373836 CN 201110373836 CN 201110373836 A CN201110373836 A CN 201110373836A CN 102367688 B CN102367688 B CN 102367688B
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- steel
- suspension rod
- round steel
- furred ceiling
- keel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 62
- 239000010959 steel Substances 0.000 title claims abstract description 62
- 230000000087 stabilizing effect Effects 0.000 title abstract 2
- 239000000725 suspension Substances 0.000 claims description 22
- 230000006641 stabilisation Effects 0.000 claims description 8
- 238000003466 welding Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 4
- 241000132536 Cirsium Species 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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- Floor Finish (AREA)
- Joining Of Building Structures In Genera (AREA)
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
Technical field
The present invention relates to technical field of building construction, especially surpass 1.5 meters technical field of construction to decorating the furred ceiling absolute altitude at the bottom of the building structure floor in the 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), wherein the upper end of vertical steel frame all has been welded to connect a fixedly shaped steel, each fixedly shaped steel all be connected on the structure top by expansion bolt; Described two oblique steel frame one ends are symmetrically welded and are connected on the vertical steel frame (support angle should between 30 ~ 45 degree), the other end has been welded to connect a fixedly shaped steel, each fixedly shaped steel all be connected on the structure top by expansion bolt, weld with the channel system bottom of vertical steel frame.This apparatus structure manufacturing cost and construction cost height, 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, is connected with several vertical suspension rods between keel furred ceiling and building structure top, and described 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 described round steel two ends and steel sleeve welding are fixing, get rid of tightly with turnbuckle at the intersection point place of described round steel; Adjacent round steel intersection point spacing is 3-4 suspension rod spacing.
Preferably, described suspension rod upper end is connected in the building structure top by expansion tube, and described suspension rod lower end is connected in the keel ceiling system by hanging piece.
Preferably, described suspension rod is that diameter is the stack shell screw thread suspension rod of 8mm.
Preferably, described steel sleeve diameter is 12.7mm, and wall thickness is 0.6mm.
Preferably, described round steel diameter is more than or equal to 10mm.
Preferably, described turnbuckle is enclosed 00 type screw-button.
Advantage of the present invention is:
The present invention makes the lightgage steel joist ceiling system form firm structure, thereby guarantees the stability of whole lightgage steel joist ceiling system framework, prevents that furred ceiling from rocking in air pressure change or flexural deformation, causes 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 drawings and Examples the present invention is further described:
Fig. 1 is the high spacing lightgage steel joist of the 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
Below in conjunction with specific embodiment such scheme is described further.Should be understood that these embodiment are not limited to limit the scope of the invention for explanation 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, is connected with several vertical suspension rods 3 between keel furred ceiling 2 and building structure top 1, and described 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 described round steel 5 two ends and steel sleeve 4 welding are fixing, get rid of tightly with turnbuckle at intersection point 6 places of described round steel; Adjacent round steel intersection point 6 spacings are 3-4 suspension rod spacing.
In the preferred embodiment of the present invention, described suspension rod 3 upper ends are connected in building structure top 1 by expansion tube, and described suspension rod 3 lower ends are connected in keel ceiling system 2 by hanging piece.
In the preferred embodiment of the present invention, described suspension rod 3 is the stack shell screw thread suspension rod of 8mm for diameter.
In the preferred embodiment of the present invention, described steel sleeve 4 diameters are 12.7mm, and wall thickness is 0.6mm.
In the preferred embodiment of the present invention, described round steel 6 diameters are more than or equal to 10mm.
In the preferred embodiment of the present invention, described turnbuckle is enclosed 00 type screw-button.
More than show and 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 above-described embodiment and the manual just illustrates principle of the present invention; the present invention also has various changes and modifications without departing from the spirit and scope of the present invention, and these changes and improvements all fall in the claimed scope of the invention.
Claims (3)
1. one kind high spacing lightgage steel joist furred ceiling systems stabilisation comprises the keel furred ceiling, it is characterized in that, is connected with several vertical suspension rods between keel furred ceiling and building structure top, and described 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 described round steel two ends and steel sleeve welding are fixing, get rid of tightly with turnbuckle at the intersection point place of described round steel; Adjacent round steel intersection point spacing is 3-4 suspension rod spacing, and described suspension rod is that diameter is the stack shell screw thread suspension rod of 8mm, and described steel sleeve diameter is that 12.7mm, wall thickness are 0.6mm, and described round steel diameter is more than or equal to 10mm.
2. high spacing lightgage steel joist furred ceiling systems stabilisation according to claim 1 is characterized in that, described suspension rod upper end is connected in the building structure top by expansion tube, and described suspension rod lower end is connected in the keel ceiling system by hanging piece.
3. high spacing lightgage steel joist furred ceiling systems stabilisation according to claim 1 is characterized in that, described turnbuckle is enclosed 00 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 CN102367688A (en) | 2012-03-07 |
| CN102367688B true CN102367688B (en) | 2013-09-04 |
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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 |
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| 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 (2)
| Title |
|---|
| 《浅谈装饰吊顶反支撑》;庞俊霞;《山西建筑》;20110430;第37卷(第11期);第221-222页说明书第3.3节，图1-3 * |
| 庞俊霞.《浅谈装饰吊顶反支撑》.《山西建筑》.2011,第37卷(第11期),第221-222页说明书第3.3节，图1-3. |
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| Publication number | Publication date |
|---|---|
| CN102367688A (en) | 2012-03-07 |
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| PB01 | Publication | ||
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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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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 |