CN117306769A - Steel plate suspended ceiling method - Google Patents
Steel plate suspended ceiling method Download PDFInfo
- Publication number
- CN117306769A CN117306769A CN202311497764.1A CN202311497764A CN117306769A CN 117306769 A CN117306769 A CN 117306769A CN 202311497764 A CN202311497764 A CN 202311497764A CN 117306769 A CN117306769 A CN 117306769A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- hanging
- suspended ceiling
- horizontal rod
- horizontal
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 85
- 239000010959 steel Substances 0.000 title claims abstract description 85
- 238000000034 method Methods 0.000 title claims abstract description 19
- 238000011065 in-situ storage Methods 0.000 claims abstract description 16
- 238000003466 welding Methods 0.000 claims description 12
- 238000005452 bending Methods 0.000 claims description 8
- 238000003754 machining Methods 0.000 claims description 3
- 238000005536 corrosion prevention Methods 0.000 description 3
- 230000002265 prevention Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 description 1
- 230000002421 anti-septic effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/04—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation comprising slabs, panels, sheets or the like
- E04B9/0407—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation comprising slabs, panels, sheets or the like being stiff and curved
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/06—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/18—Means for suspending the supporting construction
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/22—Connection of slabs, panels, sheets or the like to the supporting construction
- E04B9/24—Connection of slabs, panels, sheets or the like to the supporting construction with the slabs, panels, sheets or the like positioned on the upperside of, or held against the underside of the horizontal flanges of the supporting construction or accessory means connected thereto
- E04B9/241—Connection of slabs, panels, sheets or the like to the supporting construction with the slabs, panels, sheets or the like positioned on the upperside of, or held against the underside of the horizontal flanges of the supporting construction or accessory means connected thereto with the slabs, panels, sheets or the like positioned on the upperside of the horizontal flanges of the supporting construction
- E04B9/242—Connection of slabs, panels, sheets or the like to the supporting construction with the slabs, panels, sheets or the like positioned on the upperside of, or held against the underside of the horizontal flanges of the supporting construction or accessory means connected thereto with the slabs, panels, sheets or the like positioned on the upperside of the horizontal flanges of the supporting construction with separate retaining elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/08—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of metal, e.g. sheet metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to a steel plate suspended ceiling method, which comprises the following steps: s1, burying a plurality of embedded hanging bars into a concrete cast-in-situ floor slab; s2, fixing a plurality of hanging bars on the corresponding embedded hanging bars; step S3, preparing a plurality of T-shaped keels; s4, fixedly connecting the lower end of each hanging rib with a connecting rod in a corresponding T-shaped keel; s5, placing a plurality of steel plates for the suspended ceiling on the horizontal rods of the T-shaped keels, specifically, placing one side of the steel plates on the horizontal rods of the T-shaped keels on one side of the steel plates and placing the other side of the steel plates on the horizontal rods of the T-shaped keels on the other side of the steel plates; and S6, screwing the fixing bolt into a horizontal rod threaded hole on the horizontal rod and screwing the fixing bolt into a steel plate threaded hole on the steel plate, so that the steel plate is fastened on the horizontal rod of the T-shaped keel, and the steel plate suspended ceiling is completed. According to the invention, the safety of the steel plate used as a suspended ceiling is improved.
Description
Technical Field
The invention relates to a steel plate suspended ceiling method, and belongs to the technical field of building suspended ceilings.
Background
The suspended ceiling is an important component of interior decoration, the safety of the suspended ceiling is an important parameter for measuring a repair level, and in order to avoid the suspended ceiling from falling off and improve the safety, a lighter material is generally adopted as a suspended ceiling plate. The steel sheet furred ceiling can be regarded as structure flame retardant coating and maintenance passageway, and pipeline such as heating in the protection furred ceiling is led to, when needs use heavier steel sheet as the furred ceiling material, but does not have fine scheme to ensure the security at present, solves this problem.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provides a steel plate suspended ceiling method for improving the safety of a steel plate used as a suspended ceiling.
In order to achieve the above object, the present invention adopts the following technical scheme: the steel plate suspended ceiling method is characterized by comprising the following steps of:
s1, preparing a plurality of embedded hanging bars, and embedding the embedded hanging bars into a concrete cast-in-situ floor slab; the embedded hanging bar comprises a transverse bar and a vertical bar, one end of the transverse bar is fixed with the vertical bar, and the other end of the transverse bar is provided with a bending part; wherein, the vertical ribs are vertical to the concrete cast-in-situ floor slab;
one end of the vertical rib, which is not connected with the transverse rib, is provided with a straight thread sleeve with an internal thread hole, and the opening of the internal thread hole of the straight thread sleeve is flush with the bottom surface of the concrete cast-in-situ floor slab;
s2, machining external threads matched with the internal thread holes in the straight thread sleeve on the top ends of the hanging ribs; the top ends of the hanging ribs are screwed into the internal threaded holes in the corresponding straight threaded sleeves through external threads, so that the hanging ribs are fixed on the corresponding embedded hanging ribs;
s3, preparing a plurality of T-shaped keels, wherein each T-shaped keel comprises a connecting rod and a horizontal rod, the connecting rod is fixed in the middle of the horizontal rod, and the connecting rod is vertical to the horizontal rod;
s4, fixedly connecting the lower end of each hanging rib with a connecting rod in a corresponding T-shaped keel, wherein at the moment, the hanging ribs are vertical to a horizontal rod of the T-shaped keel, and the horizontal rod is parallel to the concrete cast-in-situ floor slab;
s5, placing a plurality of steel plates for the suspended ceiling on the horizontal rods of the T-shaped keels, specifically, placing one side of the steel plates on the horizontal rods of the T-shaped keels on one side of the steel plates and placing the other side of the steel plates on the horizontal rods of the T-shaped keels on the other side of the steel plates;
s6, arranging a horizontal rod threaded hole on a horizontal rod of the T-shaped keel, and arranging a steel plate threaded hole corresponding to the horizontal rod threaded hole on a steel plate; and then screwing the fixing bolt into the threaded hole of the horizontal rod and the threaded hole of the steel plate, so that the steel plate is fastened on the horizontal rod of the T-shaped keel, and the steel plate suspended ceiling is completed.
In step S1, the transverse ribs, the vertical ribs and the bending portion are integrally formed.
In step S1, the straight thread sleeve is fixedly connected with the vertical rib by welding, or the straight thread sleeve and the vertical rib are integrally formed, or an external thread is arranged on the vertical rib, the external thread on the vertical rib is screwed on an internal thread in the straight thread sleeve, and the vertical rib is screwed with the straight thread sleeve.
In the step S2, the hanging ribs are subjected to corrosion prevention and fire prevention treatment.
In step S3, the connecting rod and the horizontal rod are welded and fixed or integrally formed.
In the step S4, the lower end of the hanging bar is fixedly connected with the connecting rod by welding;
the welding seam between the hanging bar and the connecting bar is 6mm, and the welding length is 80mm;
the connecting rod is subjected to corrosion prevention and fire prevention treatment.
In the step S6, the fixing bolt is screwed into the horizontal rod threaded hole and the steel plate threaded hole in sequence, and a nut is screwed after the fixing bolt penetrates through the steel plate threaded hole;
or the fixing bolt is screwed into the steel plate threaded hole and the horizontal rod threaded hole in sequence, and the nut is screwed after the fixing bolt penetrates out of the horizontal rod threaded hole.
In the steps S5 and S6, the T-shaped keels, the steel plates and the fixing bolts are subjected to corrosion prevention and fire prevention treatment.
The method is advanced and scientific, and by the method, a plurality of embedded hanging bars are embedded into a concrete cast-in-situ floor slab; then, processing the top ends of the hanging ribs into external threads matched with the internal thread holes in the straight thread sleeve; the top ends of the hanging ribs are screwed into the internal threaded holes in the corresponding straight threaded sleeves through external threads, so that the hanging ribs are fixed on the corresponding embedded hanging ribs; then, fixedly connecting the lower end of each hanging rib with a connecting rod in a corresponding T-shaped keel; then, one side of the steel plate is arranged on the horizontal rod of the T-shaped keel on one side of the steel plate, the other side of the steel plate is arranged on the horizontal rod of the T-shaped keel on the other side of the steel plate, and a plurality of steel plates are arranged on the horizontal rod of the T-shaped keel; and finally, screwing the fixing bolt into a horizontal rod threaded hole on the horizontal rod and a steel plate threaded hole on the steel plate, and fastening the steel plate on the horizontal rod of the T-shaped keel.
Through the method, the embedded hanging bars are embedded in the concrete cast-in-situ floor slab, the embedded hanging bars, the hanging bars and the T-shaped keels are connected, the steel plates are fastened on the horizontal rods of the T-shaped keels, the safety of the steel plates as suspended ceilings is improved, the falling of the steel plates can be effectively avoided, the number of the embedded hanging bars, the number of the hanging bars and the number of the T-shaped keels are all a plurality, and the weight of the steel plates is effectively shared.
In the invention, the transverse ribs, the vertical ribs and the bending parts can be designed into an integral molding, and the integral molding can effectively improve the strength. Simultaneously, can select as required, straight thread sleeve and perpendicular muscle welded fastening connection, or straight thread sleeve and perpendicular muscle integrated into one piece, with connecting rod, horizontal pole welded fastening or integrated into one piece as required. According to the invention, the hanging ribs can be subjected to fireproof and anti-corrosion treatment, and the connecting rods can be subjected to fireproof treatment.
According to the method for suspended ceiling of the steel plate, the steel plate is used as the suspended plate safely and reliably, the steel plate is prevented from falling off, the safety of the steel plate used as the suspended ceiling is improved, and the method for suspended ceiling of the steel plate has great market application and popularization values.
Drawings
FIG. 1 is a schematic diagram of the structure of the present invention;
FIG. 2 is a schematic structural view of a pre-embedded hanging bar part in the invention;
in the figure: 1 pre-buried hanging bar, 1-1 transverse bar, 1-2 vertical bar, 1-3 bending part, 2 concrete cast-in-situ floor, 3 straight thread sleeve, 4 hanging bar, 5T-shaped keel, 5-1 connecting bar, 5-2 horizontal bar, 6 steel plate and 7 fixing bolt.
Detailed Description
The present invention will now be described more fully hereinafter with reference to the accompanying drawings, in which the invention is shown.
The steel plate suspended ceiling method is characterized by comprising the following steps of:
s1, preparing a plurality of embedded hanging bars 1, and embedding the embedded hanging bars 1 into a concrete cast-in-situ floor slab 2; the embedded hanging bar 1 comprises a transverse bar 1-1 and a vertical bar 1-2, one end of the transverse bar 1-1 is fixed with the vertical bar 1-2, and the other end is provided with a bending part 1-3; the vertical ribs 1-2 are vertical to the concrete cast-in-situ floor slab 2.
One end of the vertical rib 1-2, which is not connected with the transverse rib 1-1, is provided with a straight thread sleeve 3 with an internal thread hole, and the opening of the internal thread hole of the straight thread sleeve 3 is flush with the bottom surface of the concrete cast-in-situ floor slab 2;
s2, machining external threads matched with the internal thread holes in the straight thread sleeve 3 on the top ends of the hanging ribs 4; the top ends of the hanging ribs 4 are screwed into the internal threaded holes in the corresponding straight threaded sleeves 3 through external threads, so that the hanging ribs 4 are fixed on the corresponding embedded hanging ribs 1;
s3, preparing a plurality of T-shaped keels 5, wherein each T-shaped keel 5 comprises a connecting rod 5-1 and a horizontal rod 5-2, the connecting rod 5-1 is fixed in the middle of the horizontal rod 5-2, and the connecting rod 5-1 is perpendicular to the horizontal rod 5-2;
s4, fixedly connecting the lower end of each hanging rib 4 with a connecting rod 5-1 in a corresponding T-shaped keel 5, wherein at the moment, the hanging ribs 4 are vertical to a horizontal rod 5-2 of the T-shaped keel 5, and the horizontal rod 5-2 is parallel to the concrete cast-in-situ floor slab 2;
s5, placing a plurality of steel plates 6 for the hanging top on the horizontal rods 5-2 of the T-shaped keels 5, specifically, placing one side of the steel plates 6 on the horizontal rods 5-2 of the T-shaped keels 5 on one side of the steel plates 6 and placing the other side of the steel plates on the horizontal rods 5-2 of the T-shaped keels 5 on the other side of the steel plates 6;
s6, arranging a horizontal rod threaded hole on a horizontal rod 5-2 of the T-shaped keel 5, and arranging a steel plate threaded hole corresponding to the horizontal rod threaded hole on a steel plate 6; and then the fixing bolt 7 is screwed into and screwed into the horizontal rod threaded hole and the steel plate threaded hole, so that the steel plate 6 is fastened on the horizontal rod 5-2 of the T-shaped keel 5, and the steel plate suspended ceiling is completed.
Further, the transverse ribs 1-1, the vertical ribs 1-2 and the bending part 1-3 are integrally formed.
The straight thread sleeve 3 is fixedly connected with the vertical rib 1-2 by welding, or the straight thread sleeve 3 and the vertical rib 1-2 are integrally formed, or an external thread is arranged on the vertical rib 1-2, the external thread on the vertical rib 1-2 is screwed on an internal thread in the straight thread sleeve 3, and the vertical rib 1-2 is screwed with the straight thread sleeve 3.
The hanging bar 4 is subjected to fireproof and antiseptic treatment.
The connecting rod 5-1 and the horizontal rod 5-2 are welded and fixed or integrally formed.
The lower end of the hanging bar 4 is fixedly connected with the connecting rod 5-1 by welding;
the welding seam between the hanging bar 4 and the connecting rod 5-1 is 6mm, and the welding length is 80mm;
the connecting rod 5-1 is subjected to fireproof treatment.
The fixing bolt 7 is screwed into the horizontal rod threaded hole and the steel plate threaded hole in sequence, and a nut is screwed after the fixing bolt 7 penetrates through the steel plate threaded hole;
or, the fixing bolt 7 is screwed into the steel plate threaded hole and the horizontal rod threaded hole in sequence, and a nut is screwed after the fixing bolt 7 penetrates out of the horizontal rod threaded hole.
Claims (7)
1. The steel plate suspended ceiling method is characterized by comprising the following steps of:
s1, preparing a plurality of embedded hanging bars (1), and embedding the embedded hanging bars (1) into a concrete cast-in-situ floor slab (2); the embedded hanging bar (1) comprises a transverse bar (1-1) and a vertical bar (1-2), one end of the transverse bar (1-1) is fixed with the vertical bar (1-2), and the other end is provided with a bending part (1-3); wherein, the vertical ribs (1-2) are vertical to the concrete cast-in-situ floor slab (2);
one end of the vertical rib (1-2) which is not connected with the transverse rib (1-1) is provided with a straight thread sleeve (3) with an internal thread hole, and the opening of the internal thread hole of the straight thread sleeve (3) is flush with the bottom surface of the concrete cast-in-situ floor slab (2);
s2, machining external threads matched with the internal thread holes in the straight thread sleeve (3) on the top ends of the hanging ribs (4); the top ends of the hanging ribs (4) are screwed into the internal threaded holes in the corresponding straight threaded sleeves (3) through external threads, so that the hanging ribs (4) are fixed on the corresponding embedded hanging ribs (1);
s3, preparing a plurality of T-shaped keels (5), wherein the T-shaped keels (5) comprise connecting rods (5-1) and horizontal rods (5-2), the connecting rods (5-1) are fixed in the middle of the horizontal rods (5-2), and the connecting rods (5-1) are perpendicular to the horizontal rods (5-2);
s4, fixedly connecting the lower end of each hanging rib (4) with a connecting rod (5-1) in a corresponding T-shaped keel (5), wherein at the moment, the hanging ribs (4) are vertical to a horizontal rod (5-2) of the T-shaped keel (5), and the horizontal rod (5-2) is parallel to the concrete cast-in-situ floor slab (2);
s5, arranging a plurality of steel plates (6) for the hanging top on the horizontal rods (5-2) of the T-shaped keels (5), specifically, arranging one side of the steel plates (6) on the horizontal rods (5-2) of the T-shaped keels (5) on one side of the steel plates (6) and arranging the other side of the steel plates on the horizontal rods (5-2) of the T-shaped keels (5) on the other side of the steel plates (6);
s6, arranging a horizontal rod threaded hole on a horizontal rod (5-2) of the T-shaped keel (5), and arranging a steel plate threaded hole corresponding to the horizontal rod threaded hole on the steel plate (6); and then screwing the fixing bolt (7) into the horizontal rod threaded hole and screwing the fixing bolt into the steel plate threaded hole, so that the steel plate (6) is fastened on the horizontal rod (5-2) of the T-shaped keel (5), and the steel plate suspended ceiling is completed.
2. The method of suspended ceiling of steel plate according to claim 1, wherein in step S1, the transverse ribs (1-1), the vertical ribs (1-2) and the bending portions (1-3) are integrally formed.
3. The method for suspended ceiling of steel plate according to claim 1, wherein in step S1, the straight thread sleeve (3) is fixedly connected with the vertical rib (1-2) by welding, or the straight thread sleeve (3) is integrally formed with the vertical rib (1-2), or the vertical rib (1-2) is provided with external threads, the external threads on the vertical rib (1-2) are screwed with internal threads in the straight thread sleeve (3), and the vertical rib (1-2) is screwed with the straight thread sleeve (3).
4. The method of suspended ceiling of steel plate according to claim 1, wherein in step S2, the hanging ribs (4) are subjected to fire-proof and corrosion-proof treatment.
5. The method of suspended ceiling of steel plate according to claim 1, wherein in step S3, the connecting rod (5-1) and the horizontal rod (5-2) are welded and fixed or integrally formed.
6. The method for suspended ceiling of steel plate according to claim 1, wherein in step S4, the lower end of the hanging bar (4) is fixedly connected with the connecting rod (5-1) by welding;
the welding seam between the hanging rib (4) and the connecting rod (5-1) is 6mm, and the welding length is 80mm;
the connecting rod (5-1) is subjected to corrosion-proof and fire-proof treatment.
7. The method for suspended ceiling of steel plate according to claim 1, wherein in step S6, the fixing bolt (7) is screwed into the horizontal rod screw hole and the steel plate screw hole in sequence, and the nut is screwed after the fixing bolt (7) passes through the steel plate screw hole;
or the fixing bolt (7) is screwed into the steel plate threaded hole and the horizontal rod threaded hole in sequence, and a nut is screwed after the fixing bolt (7) penetrates out of the horizontal rod threaded hole;
the fixing bolt (7) is subjected to corrosion-proof and fire-proof treatment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311497764.1A CN117306769A (en) | 2023-11-12 | 2023-11-12 | Steel plate suspended ceiling method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311497764.1A CN117306769A (en) | 2023-11-12 | 2023-11-12 | Steel plate suspended ceiling method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN117306769A true CN117306769A (en) | 2023-12-29 |
Family
ID=89237489
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202311497764.1A Pending CN117306769A (en) | 2023-11-12 | 2023-11-12 | Steel plate suspended ceiling method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN117306769A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102953489A (en) * | 2011-08-17 | 2013-03-06 | 上海美特幕墙有限公司 | Stainless steel plate ceiling system |
| CN103266706A (en) * | 2013-05-22 | 2013-08-28 | 昆山坤林彩钢板活动房有限公司 | Connecting beam for suspended ceiling color steel plates |
| CN109025028A (en) * | 2018-07-13 | 2018-12-18 | 中国十七冶集团有限公司 | People's furred ceiling and construction method in a kind of toilet |
| CN211597329U (en) * | 2019-12-13 | 2020-09-29 | 无锡同艺设计顾问有限公司 | Stone material aluminum honeycomb composite sheet furred ceiling mounting structure |
| CN215483998U (en) * | 2021-02-04 | 2022-01-11 | 江苏宜安建设有限公司 | double-C-shaped steel hanging beam for color steel plate ceiling |
| CN215716487U (en) * | 2021-08-27 | 2022-02-01 | 云南省城乡建设投资有限公司 | Pre-buried jib structure |
| CN216239833U (en) * | 2021-10-11 | 2022-04-08 | 中国建筑第八工程局有限公司 | Pre-embedding device for mounting suspender |
-
2023
- 2023-11-12 CN CN202311497764.1A patent/CN117306769A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102953489A (en) * | 2011-08-17 | 2013-03-06 | 上海美特幕墙有限公司 | Stainless steel plate ceiling system |
| CN103266706A (en) * | 2013-05-22 | 2013-08-28 | 昆山坤林彩钢板活动房有限公司 | Connecting beam for suspended ceiling color steel plates |
| CN109025028A (en) * | 2018-07-13 | 2018-12-18 | 中国十七冶集团有限公司 | People's furred ceiling and construction method in a kind of toilet |
| CN211597329U (en) * | 2019-12-13 | 2020-09-29 | 无锡同艺设计顾问有限公司 | Stone material aluminum honeycomb composite sheet furred ceiling mounting structure |
| CN215483998U (en) * | 2021-02-04 | 2022-01-11 | 江苏宜安建设有限公司 | double-C-shaped steel hanging beam for color steel plate ceiling |
| CN215716487U (en) * | 2021-08-27 | 2022-02-01 | 云南省城乡建设投资有限公司 | Pre-buried jib structure |
| CN216239833U (en) * | 2021-10-11 | 2022-04-08 | 中国建筑第八工程局有限公司 | Pre-embedding device for mounting suspender |
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