CN215330872U - Anti-bearing structure of furred ceiling - Google Patents
Anti-bearing structure of furred ceiling Download PDFInfo
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- CN215330872U CN215330872U CN202120023472.4U CN202120023472U CN215330872U CN 215330872 U CN215330872 U CN 215330872U CN 202120023472 U CN202120023472 U CN 202120023472U CN 215330872 U CN215330872 U CN 215330872U
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- support structure
- suspended ceiling
- line section
- galvanized
- broken line
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- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 11
- 239000008397 galvanized steel Substances 0.000 claims description 11
- 239000000725 suspension Substances 0.000 claims description 10
- 229910000746 Structural steel Inorganic materials 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 description 30
- 239000010959 steel Substances 0.000 description 30
- 238000005452 bending Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 5
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
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Abstract
The utility model discloses a suspended ceiling anti-support structure which comprises a hanging rod, a cross sleeve, a fixing assembly and a structural member, wherein the original hanging rod is installed in a cross mode, the cross part is disconnected, and the hanging rod is connected through the cross sleeve with higher rigidity, so that a suspended ceiling anti-support structure of a triangular stressed truss system is formed.
Description
Technical Field
The utility model relates to the technical field of suspended ceilings, in particular to a suspended ceiling anti-support structure.
Background
At present public building space's furred ceiling height is higher and higher, and the technical problem of the furred ceiling construction that appears thereupon also more and more. Receive ascending thrust or under the effect of burden wind pressure when the furred ceiling, because the jib overlength leads to rigidity not enough, can produce certain bending deformation to lead to the furred ceiling to upwards warp or lateral deformation, cause furred ceiling surface unsmooth, cause the potential safety hazard even. The national standard requires that when the length of the suspended ceiling suspender is larger than 1.5m, a counter support is required to be arranged, the steel suspender is basically adopted at present, few items are even steel structure conversion layers, the arrangement is unreasonable or over conservative, and serious cost increase and construction period extension are brought.
Disclosure of Invention
The utility model mainly aims to provide a suspended ceiling anti-support structure, which aims to reduce the cost and improve the construction efficiency.
In order to achieve the above object, the present invention provides a suspended ceiling anti-support structure, including: the hanger rod comprises a lower hanger rod and an upper hanger rod, the lower hanger rod comprises a lower straight line section and a lower broken line section, the lower straight line section is connected with the cross sleeve, the lower broken line section is connected with the ceiling keel system, the upper hanger rod comprises an upper straight line section and an upper broken line section, the upper straight line section is connected with the cross sleeve, and the upper broken line section is fixed on the structural member through the fixing assembly.
Optionally, the hanger rod is a galvanized full-thread lead screw.
Optionally, the diameter of the hanger rod is 8-16 mm.
Optionally, the length of the lower broken line segment and the length of the upper broken line segment are 40-60 mm.
Optionally, the cross sleeve is formed by cross welding two galvanized steel pipes.
Optionally, the length of the galvanized steel pipe is 150-200 mm
Optionally, the inner diameter of the galvanized steel pipe is the same as the diameter of the lifting rod, and the wall thickness of the galvanized steel pipe is 2-3 mm.
Optionally, the inner wall of the galvanized steel pipe is smooth or threaded.
Optionally, the lower straight line section and the upper straight line section are welded and fixed with the cross sleeve, and the depth of the lower straight line section and the upper straight line section inserted into the cross sleeve is 30-50 mm.
Optionally, the fixing assembly comprises an expansion bolt and galvanized angle iron, the expansion bolt fixes the galvanized angle iron on the structural member, and the galvanized angle iron is welded and fixed with the suspension rod.
According to the technical scheme, the original suspension rods are installed in a crossed mode, the crossed parts are disconnected, and the suspension rods are connected through the cross sleeves with high rigidity, so that the suspended ceiling anti-support structure of the truss system with triangular stress is formed, the truss system only has axial force and does not have bending moment and shearing force, the bending resistance and rigidity of the anti-support structure are enhanced, and compared with anti-support structures such as a profile steel suspension rod and a steel structure conversion layer, the anti-support structure can be achieved by the aid of the original suspension rods and the cross sleeves, steel is saved, cost is reduced, and construction efficiency is improved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the structures shown in the drawings without creative efforts.
Fig. 1 is a schematic structural view of an embodiment of a suspended ceiling counter-support structure of the present invention.
Fig. 2 is an enlarged view of a point a in fig. 1.
Description of reference numerals:
| marking | Name (R) | Marking | Name (R) |
| 10 | Lower part suspender | 30 | |
| 11 | Lower |
40 | |
| 12 | Lower broken line segment | 41 | |
| 20 | Upper boom | 42 | |
| 21 | Upper |
50 | |
| 22 | Upper broken line segment |
The implementation, functional features and advantages of the objects of the present invention will be further explained with reference to the accompanying drawings.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that if directional indications (such as up, down, left, right, front, and back … …) are involved in the embodiment of the present invention, the directional indications are only used to explain the relative positional relationship between the components, the movement situation, and the like in a specific posture, and if the specific posture is changed, the directional indications are changed accordingly.
In addition, if there is a description of "first", "second", etc. in an embodiment of the present invention, the description of "first", "second", etc. is for descriptive purposes only and is not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In addition, the meaning of "and/or" appearing throughout is to include three juxtapositions, exemplified by "A and/or B," including either the A or B arrangement, or both A and B satisfied arrangement. In addition, technical solutions between various embodiments may be combined with each other, but must be realized by a person skilled in the art, and when the technical solutions are contradictory or cannot be realized, such a combination should not be considered to exist, and is not within the protection scope of the present invention.
The utility model provides a suspended ceiling anti-support structure.
In an embodiment of the present invention, as shown in fig. 1 and 2, the suspended ceiling counter support structure includes a hanger bar, a cross sleeve 30, a fixing assembly 40, and a structural member 50. The hanger rods are installed in a crossed mode, the crossed part is divided into a lower hanger rod 10 and an upper hanger rod 20, the lower hanger rod 10 and the upper hanger rod 20 are connected through a cross sleeve 30, the lower end portion of the lower hanger rod 10 is bent to form a lower broken line section 12 used for being connected with a suspended ceiling keel system, and a lower straight line section 11 of the lower hanger rod 10 is connected with the cross sleeve 30. The upper end of the upper hanger bar 20 is bent to form an upper break line segment 22 for securing to the structural member 50 by the securing assembly 40, and the upper straight segment 21 of the upper hanger bar 20 is connected to the cross sleeve 30.
The hanger rod and the cross sleeve 30 form a triangular stressed truss system suspended ceiling reverse support, the truss system only has axial force and does not have bending moment and shearing force, the bending resistance and rigidity of the reverse support structure are enhanced, and compared with the reverse support structures such as a profile steel hanger rod and a steel structure conversion layer, the reverse support structure saves steel, reduces cost and improves construction efficiency.
In one embodiment, the suspender is a galvanized full-thread screw rod, the zinc coating has mechanical protection effect and electrochemical protection effect on the iron substrate, the suspender is protected from corrosion, the full-thread screw rod is convenient to process and use, and the suspender can be cut to any length on site for use.
The undersize of the diameter of the hanging rod can reduce the stability and rigidity of the suspended ceiling anti-support structure, and the oversize diameter of the hanging rod can increase the cost of the suspended ceiling anti-support structure. In order to take account of the stability and cost of the anti-support structure of the suspended ceiling, in one embodiment, the diameter of the suspension rod is 8-16 mm, the diameter of the suspension rod may be 8mm, 10mm, 12mm, 14mm, or 16mm, and the diameter of the suspension rod may be any value between any two values, and of course, in other embodiments, the diameter of the suspension rod may be smaller than 8mm or larger than 16 mm.
The lower broken line segment 12 is used for being connected with a suspended ceiling keel system, enough space is reserved for suspended ceiling leveling by the lower broken line segment 12, the upper broken line segment 22 is used for being fixed on a structural member 50 through a fixing assembly 40, the upper broken line segment 22 meets the requirement of being connected with the fixing assembly 40, in one embodiment, the lengths of the lower broken line segment 12 and the upper broken line segment 22 are 40-60 mm, the lengths of the lower broken line segment 12 and the upper broken line segment 22 can be 40mm, 45mm, 50mm, 55mm or 60mm, and the like, the lengths of the lower broken line segment 12 and the upper broken line segment 22 can be any value between any two values, and of course, in other embodiments, the lengths of the lower broken line segment 12 and the upper broken line segment 22 can also be smaller than 40mm or larger than 60 mm.
In an embodiment, the cross sleeve 30 is formed by cross welding two galvanized steel pipes, the cross angle can be adjusted according to the distance between the suspended ceiling and the structural member 50, the cross angle can be 60-120 degrees, if the distance between the suspended ceiling and the structural member 50 is smaller, the cross angle can be a larger value, and if the distance between the suspended ceiling and the structural member 50 is larger, the cross angle can be a smaller value.
The steel pipe length of the cross sleeve 30 is too short, so that the installation of the hanger rod is not facilitated, the rigidity of the reverse support is reduced, and the steel is increased and the cost is increased due to the too long length of the steel pipe. In an embodiment, the length of the steel pipe of the cross sleeve 30 may be 150-200 mm, the length of the steel pipe may be 150mm, 160mm, 170mm, 180mm, 190mm, or 200mm, and the length of the steel pipe may be any value between any two of the above values, and of course, in other embodiments, the length of the steel pipe may also be less than 150mm or greater than 200 mm.
The steel pipe wall thickness of the cross sleeve 30 is too thin, which reduces the rigidity of the counter support, and the steel wall thickness is too thick, which increases the steel material and increases the cost. In an embodiment, the wall thickness of the cross sleeve 30 may be 2-3 mm, the wall thickness of the steel pipe may be 2mm, 2.5mm, or 3mm, and the like, and the wall thickness of the steel pipe may be any value between the two values, and of course, in other embodiments, the length of the steel pipe may be less than 2mm or greater than 3 mm.
In one embodiment, the inner wall of the steel pipe of the cross bush 30 is smooth, the inner diameter of the steel pipe is the same as the diameter of the hanger bar, and when the hanger bar is connected to the cross bush 30, the lower straight line segment 11 and the upper straight line segment 21 of the hanger bar are inserted into the cross bush 30 and then welded and fixed.
In one embodiment, the inner wall of the steel pipe of the cross sleeve 30 is threaded, the inner diameter of the steel pipe is the same as the diameter of the hanger rod, when the hanger rod is connected with the cross sleeve 30, the lower straight line segment 11 and the upper straight line segment 21 of the hanger rod are rotated into the cross sleeve 30, the hanger rod and the cross sleeve 30 are connected through threads and then are welded and fixed, and the hanger rod and the cross sleeve 30 are connected more firmly through a method of connecting the threads and welding.
The deeper the lower straight section 11 and the upper straight section 21 of the boom are inserted into the cross sleeve 30, the more stable the anti-bracing structure is, but the more steel is used, the higher the cost is, and the too deep insertion is not suitable due to the limited size of the cross sleeve 30. In an embodiment, the depth of the lower straight line segment 11 and the upper straight line segment 21 inserted into the cross sleeve 30 may be 30-50 mm, the insertion depth may be 30mm, 35mm, 40mm, 45mm, or 50mm, and the like, and the insertion depth may be any value between any two of the above values, and of course, in other embodiments, the insertion depth may also be less than 30mm or greater than 50 mm.
In one embodiment, the fastening assembly 40 includes an expansion bolt and galvanized angle steel, the expansion bolt fastens the galvanized angle steel to the structural member 50, the structural member 50 refers to a structural floor, a structural beam, etc., and the galvanized angle steel is welded to the upper broken line section 22 of the hanger bar, so that the counter support structure is fastened.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the scope of the present invention, and all modifications and equivalents of the present invention, which are made by the contents of the present specification and the accompanying drawings, or directly/indirectly applied to other related technical fields, are included in the scope of the present invention.
Claims (10)
1. A suspended ceiling anti-support structure, comprising: the hanger rod comprises a lower hanger rod and an upper hanger rod, the lower hanger rod comprises a lower straight line section and a lower broken line section, the lower straight line section is connected with the cross sleeve, the lower broken line section is connected with the ceiling keel system, the upper hanger rod comprises an upper straight line section and an upper broken line section, the upper straight line section is connected with the cross sleeve, and the upper broken line section is fixed on the structural member through the fixing assembly.
2. A suspended ceiling inverted support structure according to claim 1, wherein said hanger bar is a galvanized full-thread screw.
3. A suspended ceiling counter support structure as claimed in claim 2, wherein the diameter of the hanger bar is 8 to 16 mm.
4. A suspended ceiling counter support structure as claimed in claim 3, wherein the lower and upper break sections are 40 to 60mm in length.
5. A suspended ceiling inverted support structure, as set forth in claim 4, wherein said cross sleeve is formed by cross welding two galvanized steel tubes.
6. A suspended ceiling counter support structure as claimed in claim 5, wherein the galvanized steel pipe has a length of 150 to 200 mm.
7. The suspended ceiling anti-support structure of claim 6, wherein the galvanized steel pipe has an inner diameter equal to the diameter of the suspension rod, and the wall thickness of the galvanized steel pipe is 2-3 mm.
8. A suspended ceiling counter support structure as claimed in claim 7, wherein the inner walls of the galvanized steel tubes are smooth or threaded.
9. The suspended ceiling anti-support structure of claim 8, wherein the lower straight section and the upper straight section are welded and fixed to the cross sleeve, and the lower straight section and the upper straight section are inserted into the cross sleeve to a depth of 30-50 mm.
10. A suspended ceiling inverted support structure according to claim 9, wherein the securing assembly includes an expansion bolt and galvanized angle iron, the expansion bolt securing the galvanized angle iron to the structural member and the galvanized angle iron being welded to the hanger bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120023472.4U CN215330872U (en) | 2021-01-06 | 2021-01-06 | Anti-bearing structure of furred ceiling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120023472.4U CN215330872U (en) | 2021-01-06 | 2021-01-06 | Anti-bearing structure of furred ceiling |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215330872U true CN215330872U (en) | 2021-12-28 |
Family
ID=79571577
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120023472.4U Active CN215330872U (en) | 2021-01-06 | 2021-01-06 | Anti-bearing structure of furred ceiling |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215330872U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114370120A (en) * | 2021-12-29 | 2022-04-19 | 深圳安星建设集团有限公司 | Assembled smallpox structure and building |
-
2021
- 2021-01-06 CN CN202120023472.4U patent/CN215330872U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114370120A (en) * | 2021-12-29 | 2022-04-19 | 深圳安星建设集团有限公司 | Assembled smallpox structure and building |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 338000 1501, 1601 and 1701, building 18 (complex building), Baile village, No. 718, Yuxiu East Avenue, north of the city, Yushui District, Xinyu City, Jiangxi Province Patentee after: Jiangxi Qixin Group Co.,Ltd. Address before: 12 / F-16 / F, block B, Haina Baichuan headquarters building, 6 Baoxing Road, Xin'an street, Bao'an District, Shenzhen, Guangdong 518000 Patentee before: Shenzhen Qixin Group Co.,Ltd. |
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| CP03 | Change of name, title or address |