CN215442646U - High-space long-span steel frame conversion layer mounting structure - Google Patents

High-space long-span steel frame conversion layer mounting structure Download PDF

Info

Publication number
CN215442646U
CN215442646U CN202121015415.8U CN202121015415U CN215442646U CN 215442646 U CN215442646 U CN 215442646U CN 202121015415 U CN202121015415 U CN 202121015415U CN 215442646 U CN215442646 U CN 215442646U
Authority
CN
China
Prior art keywords
fixedly connected
main
wall
mounting structure
main keel
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.)
Active
Application number
CN202121015415.8U
Other languages
Chinese (zh)
Inventor
黄远垣
张明海
王文清
周杰
罗小岳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shenzhen Jinggong Architectural Decoration Group Co ltd
Original Assignee
Shenzhen Jinggong Architectural Decoration Group Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shenzhen Jinggong Architectural Decoration Group Co ltd filed Critical Shenzhen Jinggong Architectural Decoration Group Co ltd
Priority to CN202121015415.8U priority Critical patent/CN215442646U/en
Application granted granted Critical
Publication of CN215442646U publication Critical patent/CN215442646U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model discloses a high-space large-span steel frame conversion layer mounting structure, which relates to the technical field of ceiling mounting structures and comprises a wall body, an aluminum plate and expansion bolts, wherein a plurality of expansion bolts are fixedly arranged on the wall body, an M8 full-tooth suspender is fixedly connected on the wall body through one expansion bolt, the bottom of the M8 full-tooth suspender is fixedly connected with a CS60 main keel, the bottom of the CS60 main keel is fixedly connected with the top of the aluminum plate, at least one supporting component is arranged between the wall body and the aluminum plate, the supporting component comprises a nut, the nut is in threaded connection with the middle position of the outer wall of the M8 full-tooth suspender, a gasket is fixedly connected with the outer wall of the nut, a main keel cross brace is fixedly connected with the outer wall of the nut, a first main keel inclined brace is arranged at the position, close to one side, of the top of the main keel cross brace, and the mounting structure can be adapted to suspenders with different lengths, the application range of the mounting structure is enlarged, and the mounting of the suspended ceiling is more reasonable.

Description

High-space long-span steel frame conversion layer mounting structure
Technical Field
The utility model relates to the technical field of ceiling mounting structures, in particular to a mounting structure for a high-space large-span steel frame conversion layer.
Background
The suspended ceiling is a decoration of the top decoration of the residential environment of a house, is a decoration of the suspended ceiling simply, is one of important parts of indoor decoration, has the functions of heat preservation, heat insulation, sound insulation and sound absorption, is also a hidden layer of projects such as electric, ventilation air-conditioning, communication and fire prevention, alarm pipeline equipment and the like, and needs to be supported through a supporting steel frame structure when being installed.
The application range of the traditional high-space large-span steel frame transfer layer mounting structure is small, and when the length of the hanging rod changes, the traditional high-space large-span steel frame transfer layer mounting structure is difficult to apply.
SUMMERY OF THE UTILITY MODEL
1. Technical problem to be solved
Aiming at the problems in the prior art, the utility model aims to provide a high-space long-span steel frame conversion layer installation structure, which can realize the transformation of a reverse support structure according to different lengths of suspenders, so that the application range of the reverse support structure is wider, and the installation of a suspended ceiling is more reasonable.
2. Technical scheme
In order to solve the above problems, the present invention adopts the following technical solutions.
The utility model provides a high space large-span steelframe conversion layer mounting structure, includes wall body and aluminum plate and expansion bolts, and is a plurality of expansion bolts is fixed to be set up on the wall body, and through the full tooth jib of an expansion bolts fixedly connected with M8 on the wall body, the bottom fixedly connected with CS60 main joist of the full tooth jib of M8, the bottom of CS60 main joist and aluminum plate's top fixed connection, be provided with at least one supporting component between wall body and the aluminum plate.
Further, the supporting component comprises a nut, the nut is connected to the middle position of the outer wall of the M8 full-tooth suspender in a threaded mode, a washer is fixedly connected to the outer wall of the nut, and a main keel cross brace is fixedly connected to the outer wall of the nut.
Further, the position department that the main joist stull top is close to one side is provided with first main joist bracing, the inside position department screw thread that is close to one side of first main joist bracing is provided with fixing bolt, first main joist bracing passes through fixing bolt and main joist stull fixed connection, expansion bolts and wall body fixed connection are passed through at the top of first main joist bracing.
Further, the supporting component includes horizontal reinforcing bar, horizontal reinforcing bar fixed connection is in the intermediate position department of the full tooth jib outer wall of M8, the horizontal reinforcing bar bottom is close to the oblique reinforcing bar of the symmetrical fixedly connected with in position department of both sides, the bottom of oblique reinforcing bar and the outer wall fixed connection of the full tooth jib of M8.
Further, the supporting component comprises a second main keel inclined strut, a position of the second main keel inclined strut close to the bottom is provided with a self-plugging rivet, the back of the self-plugging rivet penetrates through the inside of the second main keel inclined strut, the second main keel inclined strut is fixedly connected with the front of the aluminum plate through the self-plugging rivet, and a plurality of hanging pieces are arranged in the aluminum plate at equal intervals.
Furthermore, the bottom of wall body and the corresponding position department of second main joist bracing are fixed and are provided with the angle sign indicating number, the position department that the second main joist bracing openly is close to the top is provided with from boring the nail, the second main joist bracing is through boring nail and angle sign indicating number fixed connection certainly.
3. Advantageous effects
Compared with the prior art, the utility model has the advantages that:
when the length of the hanging rod exceeds 1.5 meters and is less than 3 meters, holes are drilled at the bottom edge of the cross brace of the main keel at intervals of two times of the CS60 main keel intervals, the M8 full-tooth hanging rod penetrates through the cross brace, the cross brace is fixed through nuts after position determination, the first main keel inclined strut is arranged at intervals of two times of the CS60 main keel intervals, when the length of the hanging rod exceeds 1.5 meters and is less than 2 meters, the inclined pull steel bars are arranged at intervals of two times of the CS60 main keel intervals, the installation intervals are within 2 meters and distributed in a quincunx shape around a certain center and are not arranged on the same straight line, and by means of the installation structure, the hanging rod can be adapted to hanging rods with different lengths, the use range of the installation structure is expanded, and the installation of the hanging ceiling is more reasonable.
Drawings
FIG. 1 is a schematic structural view of example 1 of the present invention;
FIG. 2 is a schematic view of the position of the nut of the present invention;
FIG. 3 is a schematic structural view of example 2 of the present invention;
fig. 4 is a schematic structural diagram of embodiment 3 of the present invention.
The reference numbers in the figures illustrate:
1. an aluminum plate; 2. CS60 main keels; 3. m8 full tooth boom; 4. a main keel cross brace; 5. a first main keel diagonal bracing; 6. fixing the bolt; 7. an expansion bolt; 8. transverse reinforcing steel bars; 9. diagonal reinforcing steel bars are pulled; 10. hanging parts; 11. a second main keel diagonal bracing; 12. self-plugging rivets; 13. corner connectors; 14. self-drilling nails; 15. a nut; 16. a gasket.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention; it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and all other embodiments obtained by those skilled in the art without any inventive work are within the scope of the present invention.
Referring to fig. 1-2, a high-space and large-span steel frame transfer floor mounting structure includes a wall body, an aluminum plate 1 and expansion bolts 7, wherein the expansion bolts 7 are fixedly disposed on the wall body, an M8 full-tooth suspension rod 3 is fixedly connected to the wall body through one expansion bolt 7, a CS60 main keel 2 is fixedly connected to the bottom of the M8 full-tooth suspension rod 3, the bottom of the CS60 main keel 2 is fixedly connected to the top of the aluminum plate 1, and at least one supporting assembly is disposed between the wall body and the aluminum plate 1.
Example 1:
referring to fig. 1, the supporting assembly comprises a nut 15, the nut 15 is in threaded connection with the middle position of the outer wall of the M8 full-tooth suspender 3, a gasket 16 is fixedly connected with the outer wall of the nut 15, a main keel cross brace 4 is fixedly connected with the outer wall of the nut 15, a first main keel diagonal brace 5 is arranged at the position, close to one side, of the top of the main keel cross brace 4, a fixing bolt 6 is in threaded connection with the position, close to one side, inside the first main keel diagonal brace 5, the first main keel cross brace 5 is fixedly connected with the main keel cross brace 4 through the fixing bolt 6, the top of the first main keel diagonal brace 5 is fixedly connected with a wall through an expansion bolt 7, when the length of the suspender exceeds 1.5 meters and is less than 3 meters, holes are drilled at intervals of two times of CS60 main keel 2 intervals at the bottom edge of the main keel cross brace 4, the M8 full-tooth suspender 3 penetrates through the holes, the M8 full-tooth suspender is fixed by the nuts 15 after the position is determined, and the first main keel inclined struts 5 are arranged at intervals of two times of CS60 main keel 2 intervals.
Example 2:
referring to fig. 3, the support assembly includes transverse reinforcement 8, transverse reinforcement 8 fixed connection is in the intermediate position department of the full tooth jib 3 outer wall of M8, the position department symmetry fixedly connected with diagonal reinforcement 9 that transverse reinforcement 8 bottom is close to both sides, the bottom of diagonal reinforcement 9 and the outer wall fixed connection of the full tooth jib 3 of M8, when the length of jib surpasses 1.5 meters and is less than 3 meters, diagonal reinforcement 9 sets up every twice CS60 main joist 2 intervals, transverse reinforcement 8, diagonal reinforcement 9 and with the welding department of the full tooth jib 3 of M8 must do rust-resistant treatment, transverse reinforcement 8 can be replaced with the full tooth jib 3 of M8, but the welding department need do rust-resistant treatment.
Example 3:
referring to fig. 4, the supporting assembly includes a second main keel inclined strut 11, a blind rivet 12 is arranged at a position close to the bottom of the front of the second main keel inclined strut 11, the back of the blind rivet 12 penetrates through the inside of the second main keel inclined strut 11, the second main keel inclined strut 11 is fixedly connected with the front of the aluminum plate 1 through the blind rivet 12, a plurality of hanging pieces 10 are arranged at equal intervals inside the aluminum plate 1, corner connectors 13 are fixedly arranged at positions corresponding to the bottom of the wall and the second main keel inclined strut 11, self-drilling nails 14 are arranged at positions close to the top of the front of the second main keel inclined strut 11, the second main keel inclined strut 11 is fixedly connected with the corner connectors 13 through the self-drilling nails 14, when the length of the suspension rod exceeds 1.5 meters and is less than 2 meters, the installation interval is within 2 meters, the installation interval is distributed in a quincunx shape around a certain center, and the installation interval should not be arranged on the same straight line.
When in use: when the length of the hanging rod exceeds 1.5 meters and is less than 3 meters, holes are drilled at intervals of two times of CS60 main keels 2 on the bottom side of a main keel cross brace 4, an M8 full-tooth hanging rod 3 penetrates through the hanging rod, the hanging rod is fixed through a nut 15 after the position is determined, a first main keel inclined strut 5 is arranged at intervals of two times of CS60 main keels 2, when the length of the hanging rod exceeds 1.5 meters and is less than 3 meters, inclined pull steel bars 9 are arranged at intervals of two times of CS60 main keels 2, when the length of the hanging rod exceeds 1.5 meters and is less than 2 meters, the installation interval is within 2 meters, the hanging rod is distributed in a quincuncial shape around a certain center and is not required to be arranged on the same straight line, and by the installation structure, the hanging rod can be adapted to hanging rods with different lengths, so that the use range of the installation structure is enlarged, and the installation of the hanging rod is more reasonable.
The foregoing is only a preferred embodiment of the present invention; the scope of the utility model is not limited thereto. Any person skilled in the art should be able to cover the technical scope of the present invention by equivalent or modified solutions and modifications within the technical scope of the present invention.

Claims (6)

1. The utility model provides a high space large-span steelframe transfer layer mounting structure, includes wall body and aluminum plate (1) and expansion bolts (7), its characterized in that: it is a plurality of expansion bolts (7) are fixed to be set up on the wall body, and through the full tooth jib (3) of an expansion bolt (7) fixedly connected with M8 on the wall body, the bottom fixedly connected with CS60 main joist (2) of the full tooth jib (3) of M8, the top fixed connection of the bottom of CS60 main joist (2) and aluminum plate (1), be provided with at least one supporting component between wall body and aluminum plate (1).
2. The high-space large-span steel frame transfer floor mounting structure of claim 1, wherein: the supporting component comprises a nut (15), the nut (15) is in threaded connection with the middle position of the outer wall of the M8 full-tooth suspender (3), the outer wall of the nut (15) is fixedly connected with a gasket (16), and the outer wall of the nut (15) is fixedly connected with a main keel cross brace (4).
3. The high-space large-span steel frame transfer floor mounting structure of claim 2, wherein: the main joist diagonal bracing structure is characterized in that a first main joist diagonal bracing (5) is arranged at the position, close to one side, of the top of a main joist diagonal bracing (4), a fixing bolt (6) is arranged at the position, close to one side, of the inside of the first main joist diagonal bracing (5) in a threaded manner, the first main joist diagonal bracing (5) is fixedly connected with the main joist diagonal bracing (4) through the fixing bolt (6), and the top of the first main joist diagonal bracing (5) is fixedly connected with a wall body through an expansion bolt (7).
4. The high-space large-span steel frame transfer floor mounting structure of claim 1, wherein: the supporting component comprises transverse steel bars (8), the transverse steel bars (8) are fixedly connected to the middle position of the outer wall of the M8 full-tooth suspender (3), the positions, close to the two sides, of the bottom of the transverse steel bars (8) are symmetrically and fixedly connected with cable-stayed steel bars (9), and the bottom end of the cable-stayed steel bars (9) is fixedly connected with the outer wall of the M8 full-tooth suspender (3).
5. The high-space large-span steel frame transfer floor mounting structure of claim 1, wherein: the supporting component comprises a second main keel inclined strut (11), the position of the bottom of the second main keel inclined strut (11) is close to the front side of the second main keel inclined strut, a blind rivet (12) is arranged at the position of the bottom of the second main keel inclined strut (11), the back side of the blind rivet (12) penetrates through the inside of the second main keel inclined strut (11), the second main keel inclined strut (11) is fixedly connected with the front side of an aluminum plate (1) through the blind rivet (12), and a plurality of hanging pieces (10) are arranged in the aluminum plate (1) at equal intervals.
6. The high-space large-span steel frame transfer floor mounting structure of claim 5, wherein: the bottom of wall body and the fixed angle sign indicating number (13) that is provided with in the corresponding position department of second main joist bracing (11), second main joist bracing (11) openly are provided with from boring nail (14) near the position department at top, second main joist bracing (11) are through boring nail (14) and angle sign indicating number (13) fixed connection certainly.
CN202121015415.8U 2021-05-12 2021-05-12 High-space long-span steel frame conversion layer mounting structure Active CN215442646U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121015415.8U CN215442646U (en) 2021-05-12 2021-05-12 High-space long-span steel frame conversion layer mounting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121015415.8U CN215442646U (en) 2021-05-12 2021-05-12 High-space long-span steel frame conversion layer mounting structure

Publications (1)

Publication Number Publication Date
CN215442646U true CN215442646U (en) 2022-01-07

Family

ID=79707079

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121015415.8U Active CN215442646U (en) 2021-05-12 2021-05-12 High-space long-span steel frame conversion layer mounting structure

Country Status (1)

Country Link
CN (1) CN215442646U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115233891A (en) * 2022-07-28 2022-10-25 中建科工集团有限公司 Support device and ceiling mounting method thereof
CN117027266A (en) * 2023-08-22 2023-11-10 苏州康华净化系统工程有限公司 Suspended ceiling structure for FFU installation

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115233891A (en) * 2022-07-28 2022-10-25 中建科工集团有限公司 Support device and ceiling mounting method thereof
CN117027266A (en) * 2023-08-22 2023-11-10 苏州康华净化系统工程有限公司 Suspended ceiling structure for FFU installation

Similar Documents

Publication Publication Date Title
CN215442646U (en) High-space long-span steel frame conversion layer mounting structure
CN206555567U (en) A kind of antidetonation suspension and support
CN216075876U (en) Indoor conversion layer
KR100903018B1 (en) Structure of cell with steel module
CN205777020U (en) A kind of large span space furred ceiling reversely and changes support means
CN103615103A (en) Hanging type assembled movable platform
CN110670786A (en) Curvature suspended ceiling large-span hoisting structure system and hoisting method thereof
CN207296132U (en) A kind of top plate metal skinned sandwich panel female mouth connects workpiece
CN215594561U (en) A super large curved surface furred ceiling structure for spatial grid structure
CN215889318U (en) Wall-attached support mounting device for attached lifting scaffold
CN215484010U (en) Aluminum square tube assembled design mounting structure who subsides of preapring for an unfavorable turn of events shape
CN213979514U (en) Suspended ceiling
CN214169619U (en) Reverse installation aluminum honeycomb panel furred ceiling system
CN114412046A (en) Anti-deformation anti-falling assembled buckle suspended ceiling
CN217299430U (en) Furred ceiling structure of C shaped steel conversion
CN219196433U (en) Aluminum alloy grid suspended ceiling system with embedded lamp strip
CN216587236U (en) Continuous curtain wall construction joint installation assembly and system
CN202509625U (en) Fastening type mobile steel structure house
CN114319699A (en) C-shaped steel conversion suspended ceiling structure and construction method
CN219653902U (en) Corrugated aluminum plate suspended ceiling installation and fixing system for assembled steel mesh frame roof structure
CN111456316B (en) Building suspended ceiling supporting structure
CN211421559U (en) Suspended ceiling structure
CN219825749U (en) Fireproof metal composite curtain wall plate
CN219451231U (en) Assembled conversion layer suspended ceiling structure
CN217630631U (en) Assembled wall surface hangs and connects additional strengthening combination spare

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant