CN211286236U - Curvature suspended ceiling large-span hoisting structure system - Google Patents
Curvature suspended ceiling large-span hoisting structure system Download PDFInfo
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- CN211286236U CN211286236U CN201921828070.0U CN201921828070U CN211286236U CN 211286236 U CN211286236 U CN 211286236U CN 201921828070 U CN201921828070 U CN 201921828070U CN 211286236 U CN211286236 U CN 211286236U
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Abstract
The utility model discloses a curvature suspended ceiling large-span hoisting structure system, which mainly aims at solving the problem of difficult integral hoisting of a curvature suspended ceiling; the hoisting structure system comprises a rod frame mechanism, wherein the rod frame mechanism consists of an upper chord, a lower chord and an upright rod; the utility model discloses a roof beam structure, keel structure.
Description
Technical Field
The utility model relates to a camber furred ceiling field specifically is a camber furred ceiling large-span hoisting structure system.
Background
The suspended ceiling is a decoration for decorating the top of the residential environment of a house. In short, it refers to the decoration of ceiling, which is one of the important parts of interior decoration. The suspended ceiling has the functions of heat preservation, heat insulation, sound insulation and sound absorption, and is also a hidden layer for projects such as electric, ventilation air-conditioning, communication and fire prevention, alarm pipeline equipment and the like.
The existing curvature ceiling surface layer is formed by arranging 400mm wide diffuse reflection cellular boards with edge distances of 75mm in a twisted mode. The top surface original grid structure is formed by the divergent distribution of upper and lower chord spheres through the web member connecting units, and has the characteristics of various specifications of the upper and lower chord spheres and the connecting web members, no mounting base for the lower chord spheres, smaller radius of the connecting web members, distorted integral space, large mutual span and the like. Through the correction and compounding of the field net rack and the check of the field net rack and the space model of the original design surface layer, the fact that the integral hoisting space is very limited, the distance from the lower chord center line of a partial region to the panel layer is only 750mm is known, and the structure requires that the bearing capacity of the integral hoisting is lower than 30kg/m2 per square meter, so that the integral hoisting is very difficult.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a curvature furred ceiling large-span hoisting structure system solves the problem of curvature furred ceiling integral hoisting difficulty.
In order to achieve the above object, the utility model provides a following technical scheme:
a curvature suspended ceiling large-span hoisting structure system comprises a rod frame mechanism, wherein the rod frame mechanism consists of an upper chord, a lower chord and an upright rod; be equipped with on the stock frame mechanism and bear conversion layer, false keel hoist and mount layer and unit panel group frame layer, the lower chord passes through the staple bolt system and bears conversion layer fixed connection, bear the conversion layer and include the main joist, the main joist passes through cable hoist and mount subassembly and is connected with the upper chord, it still includes the false keel and to bear the conversion layer, unit panel group frame layer includes steel group frame and diffuse reflection aluminium honeycomb panel, steel group frame and diffuse reflection aluminium honeycomb panel fixed connection, unit panel group frame layer is installed in the false keel below, and organizes frame fixed connection with false keel and steel through bulb staple bolt subassembly.
In one alternative: the hoop system comprises a disc hoop component fixed on the lower chord, and the disc hoop component is fixedly connected with the hoisting plate below the lower chord.
In one alternative: the disc hoop component comprises a circular hoop, the circular hoop is fixedly connected with a first disc fixing component, the first disc fixing component is fixedly connected with a second disc fixing component, and the second disc fixing component is fixedly connected with a hoisting plate below the lower chord.
In one alternative: and a second C-shaped hoop is fixed on the hoisting disc, the second C-shaped hoop is fixedly connected with the first C-shaped hoop through a first screw rod, and the first C-shaped hoop is fixedly connected with the main keel above the hoisting disc.
In one alternative: the stay cable hoisting assembly comprises an upper hoop fixed on the upper chord, the lower end of the upper hoop is fixedly connected with an upper stay cable, the upper stay cable is fixedly connected with a lower stay cable through a basket tightening device, the lower stay cable is fixed on a rod hoop of the main keel and a main keel fixing point, and the number of the stay cable hoisting assemblies is multiple.
In one alternative: the main keel is fixedly connected with the auxiliary keel hoop piece on the auxiliary keel through a second screw rod.
In one alternative: the main keel hoop component is also provided with a secondary keel leveling component, and the main keel and the secondary keel are arranged vertically.
In one alternative: the ball head hoop assembly comprises a first claw piece fixed with the steel group frame, the first claw piece is fixedly connected with a second claw piece through a third bolt, a ball head gland is arranged on the second claw piece, and an M16 ball head bolt is inserted into the ball head gland.
In one alternative: the M16 ball stud is fixedly connected with the auxiliary keel through a third C-shaped hoop, and the joint of the M16 ball stud and the third C-shaped hoop is fixed through an M16 nut.
The hoisting method of the curvature suspended ceiling large-span hoisting structure system is characterized by comprising the following steps of: the method comprises the following steps:
s1, preparing parts of each component to be hoisted;
s2, fixing the rod frame mechanism on site, installing an anchor ear on the upper chord, and installing a pull rope on the upper anchor ear;
s2, after the installation of the upper guy cable is finished, welding a main keel on the ground;
s3, after welding, mounting a circular hoop on the lower chord, fixing the hoisting disc with the circular hoop, mounting the main keel on the upper chord, and connecting the main keel with the upper guy through the lower guy and the flower basket tightening device so as to firmly fix the main keel;
s4, installing an auxiliary keel on the main keel;
s5, welding a steel group frame on the ground;
s6, mounting the diffuse reflection aluminum honeycomb plate on the steel group frame;
and S7, finally, installing the unit panel frame assembling layer on the auxiliary keel through the ball head hoop component.
Compared with the prior art, the beneficial effects of the utility model are as follows:
1. the disc hoop component comprises a circular hoop, the circular hoop is fixedly connected with a first disc fixing component, the first disc fixing component is fixedly connected with a second disc fixing component, the second disc fixing component is fixedly connected with a hoisting disc below the lower chord, and the hoisting disc is further stably fixed below the lower chord;
2. the unit panel framing layer is arranged below the auxiliary keel, the auxiliary keel is fixedly connected with the steel framing through the ball head hoop assembly and used for installing the unit panel framing layer, the unit panel framing layer is installed in a unit mode, time and labor are saved, each unit is assembled in the production process, and the unit panel framing layer is installed on site, so that the installation is simpler and more convenient, and the installation efficiency is improved;
3. through setting up and bearing conversion layer, false keel hoist and mount layer and unit panel group frame layer, deepened the structure of hoist and mount, in the installation, bear conversion layer, staple bolt system and unit panel group frame layer and install according to corresponding order, improved the efficiency of installation and make the installation simpler, compare in traditional mounting means, the installation is more simple and convenient, and has very good stability, and has overcome current difficult problem.
4. The hoisting method based on the system structure effectively realizes the large-span hoisting of the curvature suspended ceiling and improves the overall stability.
Drawings
Fig. 1 is a perspective view of the present invention.
Fig. 2 is an overall cross sectional view of the present invention.
Fig. 3 is the layout chart of the main keel and the auxiliary keel of the transfer layer.
Fig. 4 is a perspective view of the middle hoop system of the present invention.
Fig. 5 is a perspective view of the middle disc hoop assembly of the present invention.
Fig. 6 is an exploded view of the middle disk hoop assembly of the present invention.
Fig. 7 is the utility model discloses well year conversion layer and the fixed stereogram of hoist and mount dish.
Figure 8 is the utility model discloses well hoisting plate and main joist and the stereogram of false keel installation.
Fig. 9 is a layout diagram of the middle auxiliary keel and the steel frame of the utility model.
Fig. 10 is a schematic view of the connection between the load conversion layer and the unit panel frame layer according to the present invention.
Fig. 11 is a schematic structural view of the middle ball head hoop assembly of the present invention.
Notations for reference numerals: 01-rod frame mechanism, 11-upper chord, 12-lower chord, 13-upright rod, 14-upper hoop, 16-upper cable, 17-lower cable, 18-basket tightening device, 19-rod hoop and main bone fixing point, 02-bearing conversion layer, 21-main keel, 22-auxiliary keel, 23-auxiliary keel, 03-hoop system, 31-disc hoop component, 32-hoisting disc, 33-circular hoop, 34-first disc fixing component, 35-second disc fixing component, 36-first C-shaped hoop, 37-second C-shaped hoop, 38-first screw rod, 04-auxiliary keel hoisting layer, 41-main bone hoop component, 42-second screw rod, 43-auxiliary bone hoop component, 44-auxiliary bone leveling component, 05-unit panel group frame layer, 51-steel group frame, 52-diffuse reflection aluminum honeycomb panel, 06-ball hoop component, 61-first claw piece, 62-second claw piece, 63-third bolt, 64-M16 ball stud, 65-M16 nut, 66-ball gland and 67-third C-shaped hoop.
Detailed Description
The present invention will be described in detail with reference to the following embodiments, wherein like or similar elements are designated by like reference numerals throughout the drawings or description, and wherein the shape, thickness or height of the various elements may be expanded or reduced in practical applications. The embodiments of the present invention are provided only for illustration, and not for limiting the scope of the present invention. Any obvious and obvious modifications or alterations to the present invention can be made without departing from the spirit and scope of the present invention.
Example 1
Please refer to fig. 1-2, in an embodiment of the present invention, a curvature suspended ceiling large-span hoisting structure system includes a frame mechanism 01, the frame mechanism 01 is composed of an upper chord 11, a lower chord 12 and a vertical rod 13, and is used for overall stability and convenient installation.
Further, be equipped with on the rod frame mechanism 01 and bear conversion layer 02, false keel hoist and mount layer 04 and unit panel group frame layer 05, through will bearing conversion layer 02, false keel hoist and mount layer 04 and unit panel group frame layer 05 and set up on rod frame mechanism 01, and then form overall structure, conveniently install whole, and have very good stability, solved the problem of whole hoist and mount difficulty, finally improved the installation effectiveness, reduce the engineering time.
Referring to fig. 2-3, after the pole frame mechanism 01 is assembled, the bearing conversion layer 02 is assembled on the ground, and then the bearing conversion layer 02 is assembled on the pole frame mechanism 01; the bearing conversion layer 02 comprises a main keel 21, when the length of the main keel 21 is more than 6300mm, the main keel is fixed through a guy cable hoisting component, and the main keel 21 is connected with the upper chord 11 through the guy cable hoisting component; the cable hoist and mount subassembly is including fixing last staple bolt 14 on last chord 11, go up staple bolt 14 lower extreme and last cable 16 fixed connection, go up cable 16 through basket of flowers tightening device 18 and stay 17 fixed connection down, stay 17 is fixed on the member staple bolt of main joist 21 and main joist fixed point 19 down, it is whole to link last cable 16 and stay 17 through basket of flowers tightening device 18, and then with last chord 11 and main joist 21 fixed connection, play the effect of hoist and mount, can fix the weak point of main joist 21, and then improve final stability, cable hoist and mount subassembly's quantity is a plurality of, and then can provide fine stability.
Referring to fig. 4-6, the lower chord 12 is fixedly connected to the load conversion layer 02 through the hoop system 03, so as to improve the stability of the load conversion layer 02, and the structure is simple, thereby facilitating the installation of workers; the hoop system 03 comprises a disc hoop component 31 fixed on the lower chord 12, and the disc hoop component 31 is fixedly connected with a hoisting disc 32 below the lower chord 12, so that the stability of the hoisting disc 32 is improved; the disc hoop component 31 comprises a circular hoop 33, the circular hoop 33 is fixedly connected with a first disc fixing component 34, the first disc fixing component 34 is fixedly connected with a second disc fixing component 35, the second disc fixing component 35 is fixedly connected with a hoisting disc 32 below the lower chord 12, and the hoisting disc 32 is further stably fixed below the lower chord 12.
Referring to fig. 7, a second C-shaped hoop 37 is fixed on the hoisting disc 32, the second C-shaped hoop 37 is fixedly connected with a first C-shaped hoop 36 through a first screw 38, and the first C-shaped hoop 36 is fixedly connected with the main keel 21 above the hoisting disc 32, so that the main keel 21 is stably fixed above the hoisting disc 32, and the installation of the bearing conversion layer 02 is facilitated; at the moment, the bearing conversion layer 02 is arranged on the rod frame mechanism 01 through the hoop system 03, the installation of the bearing conversion layer 02 is completed, the installation is very simple and convenient, and the stability is very good; the first C-shaped hoop 36 and the second C-shaped hoop 37 have the functions of angle adjustment and horizontal height adjustment, and are very suitable for the rod frame mechanism 01.
Referring to fig. 8, the load conversion layer 02 further includes a cross runner 22 and a cross runner 23, and the cross runner 22 and the cross runner 23 can enhance the stability of the main runner 21 and can also be connected with the unit panel group frame layer 05 to fix the unit panel group frame layer 05 below the cross runner 22, so that the unit panel group frame layer 05 is easy to install and has very good stability; the main keel 21 and the secondary keel 23 are both fixed with a main bone hoop 41, the main bone hoop 41 is fixedly connected with a secondary bone hoop 43 on the secondary keel 22 through a second screw 42, the main bone hoop 41 is also provided with a secondary bone leveling piece 44, the secondary bone leveling piece 44 can rotate to keep the secondary keel 22 vertical to the ground, and further the elevation and the horizontal position of the secondary keel 22 are adjusted, the structure is simple, but the practicability and the stability are very good, and further the stability of the secondary keel 22 is improved; the main keel 21, the secondary keel 23 and the secondary keel 22 are vertically arranged, and therefore the main keel 21, the secondary keel 23 and the secondary keel 22 are conveniently connected.
Referring to fig. 9, after the main runners 21 and the sub runners 23 are firmly fixed to the sub runners 22, the unit panel framing layer 05 is installed, and the unit panel framing layer 05 is fixed below the bearing conversion layer 02; the unit panel group frame layer 05 comprises a steel group frame 51 and a diffuse reflection aluminum honeycomb panel 52, wherein the steel group frame 51 is fixedly connected with the diffuse reflection aluminum honeycomb panel 52, namely the diffuse reflection aluminum honeycomb panel 52 is connected with the steel group frame 51 through a connecting piece, and then the steel group frame 51 and the diffuse reflection aluminum honeycomb panel 52 are fixed firmly.
Referring to fig. 10-11, the unit panel framing layer 05 is installed below the furring channel 22, and the furring channel 22 is fixedly connected with the steel framing 51 by the ball hoop assembly 06 for installing the unit panel framing layer 05; the ball hoop assembly 06 comprises a first claw piece 61 fixed with the steel group frame 51, the first claw piece 61 is fixedly connected with a second claw piece 62 through a third bolt 63, a ball gland 66 is further arranged on the second claw piece 62, an M16 ball stud 64 is inserted into the ball gland 66, the M16 ball stud 64 is further fixedly and firmly fixed, the M16 ball stud 64 is fixedly connected with the false keel 22 through a third C-shaped hoop 67, the joint of the M16 ball stud 64 and the third C-shaped hoop 67 is fixed through an M16 nut 65, the false keel 22 is further fixed with the steel group frame 51 through an M16 ball stud 64, so that the unit panel group frame layer 05 is installed below the false keel 22, the installation of the unit panel group frame layer 05 is completed, and the ball hoop assembly 06 also has excellent stability and has a universal adjusting effect; the unit panel group frame layer 05 is installed in a unit mode, time and labor are saved, each unit is assembled in the production process, and the unit panel group frame layer is installed on site, so that the unit panel group frame layer is simple and convenient to install, and the installation efficiency is improved.
Example 2
The utility model provides a curvature furred ceiling large-span hoisting structure system, bear conversion layer 02 through the setting, false keel hoist and mount layer 04 and unit panel group frame layer 05, the structure of hoist and mount has been deepened, in the installation, bear conversion layer 02, staple bolt system 03 and unit panel group frame layer 05 are installed according to corresponding order, the efficiency of installation has been improved and make the installation simpler, compare in traditional mounting means, the installation is more simple and convenient, and have very good stability, and overcome current difficult problem, make the requirement of having reached the construction, thought through the innovation, difficult point in the construction has been accomplished. In the installation process, the hoop system 03 and the ball head hoop assembly 06 complete the reliable installation of the bearing conversion layer 02 and the unit panel framing layer 05, and finally improve the stability of the unit panel framing layer 05; in the use, when main joist 21 length was greater than third bolt 6300mm, fixed its weak point through cable hoist and mount subassembly, further improved the stability that bears conversion layer 02 again, and then improved holistic stability.
The utility model discloses a theory of operation and hoist and mount method do: fixing a rod frame mechanism 01 on a construction site, installing an anchor ear 14 on an upper chord 11, installing an inhaul cable 16 on the upper anchor ear 14, welding a main keel 21 on the ground after the installation of the inhaul cable 16 is finished, installing a circular anchor ear 33 on a lower chord 12 after the welding is finished, fixing a hoisting disc 32 and the circular anchor ear 33, installing the main keel 21 on the upper chord 11, and connecting the main keel 21 with the inhaul cable 16 through a lower inhaul cable 17 and a flower basket tightening device 18 so as to firmly fix the main keel 21; and then the main keel 21 is provided with the auxiliary keel 22, the steel group frame 51 is welded on the ground, the diffuse reflection aluminum honeycomb plate 52 is arranged on the steel group frame 51, and finally the unit panel group frame layer 05 is arranged on the auxiliary keel 22 through the ball head hoop assembly 06.
The hoisting method based on the system structure effectively realizes the large-span hoisting of the curvature suspended ceiling and improves the overall stability.
The following effects can be achieved:
1. the disc hoop component comprises a circular hoop, the circular hoop is fixedly connected with a first disc fixing component, the first disc fixing component is fixedly connected with a second disc fixing component, the second disc fixing component is fixedly connected with a hoisting disc below the lower chord, and the hoisting disc is further stably fixed below the lower chord;
2. the unit panel framing layer is arranged below the auxiliary keel, the auxiliary keel is fixedly connected with the steel framing through the ball head hoop assembly and used for installing the unit panel framing layer, the unit panel framing layer is installed in a unit mode, time and labor are saved, each unit is assembled in the production process, and the unit panel framing layer is installed on site, so that the installation is simpler and more convenient, and the installation efficiency is improved;
3. through setting up and bearing conversion layer, false keel hoist and mount layer and unit panel group frame layer, deepened the structure of hoist and mount, in the installation, bear conversion layer, staple bolt system and unit panel group frame layer and install according to corresponding order, improved the efficiency of installation and make the installation simpler, compare in traditional mounting means, the installation is more simple and convenient, and has very good stability, and has overcome current difficult problem.
The above description is only for the specific embodiments of the present disclosure, but the scope of the present disclosure is not limited thereto, and any person skilled in the art can easily conceive of the changes or substitutions within the technical scope of the present disclosure, and all the changes or substitutions should be covered within the scope of the present disclosure. Therefore, the protection scope of the present disclosure shall be subject to the protection scope of the claims.
Claims (9)
1. The large-span hoisting structure system for the curvature suspended ceiling comprises a rod frame mechanism (01), wherein the rod frame mechanism (01) is composed of an upper chord (11), a lower chord (12) and an upright (13), and is characterized in that the rod frame mechanism (01) is provided with a bearing conversion layer (02), an auxiliary keel hoisting layer (04) and a unit panel group frame layer (05), the lower chord (12) is fixedly connected with the bearing conversion layer (02) through a hoop system (03), the bearing conversion layer (02) comprises a main keel (21), the main keel (21) is connected with the upper chord (11) through a guy cable hoisting assembly, and the bearing conversion layer (02) further comprises an auxiliary keel (22) and an auxiliary keel (23); unit panel group frame layer (05) include steel group frame (51) and diffuse reflection aluminium honeycomb panel (52), steel group frame (51) and diffuse reflection aluminium honeycomb panel (52) fixed connection, and unit panel group frame layer (05) are installed in false keel (22) below, and through bulb staple bolt subassembly (06) with false keel (22) and steel group frame (51) fixed connection.
2. The curvature suspended ceiling large-span hoisting structure system according to claim 1, wherein the hoop system (03) comprises a disc hoop component (31) fixed on the lower chord (12), and the disc hoop component (31) is fixedly connected with a hoisting disc (32) below the lower chord (12).
3. The curvature suspended ceiling large-span hoisting structure system according to claim 2, wherein the circular hoop component (31) comprises a circular hoop (33), the circular hoop (33) is fixedly connected with a first circular disk fixing component (34), the first circular disk fixing component (34) is fixedly connected with a second circular disk fixing component (35), and the second circular disk fixing component (35) is fixedly connected with the hoisting disk (32) below the lower chord (12).
4. The curvature suspended ceiling large-span hoisting structure system according to claim 2, wherein a second C-shaped hoop (37) is fixed on the hoisting plate (32), the second C-shaped hoop (37) is fixedly connected with the first C-shaped hoop (36) through a first screw (38), and the first C-shaped hoop (36) is fixedly connected with the main keel (21) above the hoisting plate (32).
5. The curvature suspended ceiling large-span hoisting structure system according to claim 1, wherein the guy cable hoisting assembly comprises an upper hoop (14) fixed on the upper chord (11), the lower end of the upper hoop (14) is fixedly connected with an upper guy cable (16), the upper guy cable (16) is fixedly connected with a lower guy cable (17) through a basket tightening device (18), the lower guy cable (17) is fixed on a rod hoop of a main keel (21) and a main keel fixing point (19), and the number of the guy cable hoisting assemblies is multiple.
6. The curvature suspended ceiling large-span hoisting structure system according to claim 1, wherein the main keel (21) and the secondary keel (23) are both fixed with a main hoop member (41), and the main hoop member (41) is fixedly connected with a secondary hoop member (43) on the secondary keel (22) through a second screw (42).
7. The curvature suspended ceiling large-span hoisting structure system according to claim 6, wherein the main framework hooping piece (41) is further provided with a secondary framework leveling piece (44), and the main keel (21) and the secondary keel (23) are vertically arranged with the secondary keel (22).
8. The curvature suspended ceiling large-span hoisting structure system according to claim 1, wherein the ball hoop assembly (06) comprises a first claw member (61) fixed with the steel frame assembly (51), the first claw member (61) is fixedly connected with a second claw member (62) through a third bolt (63), a ball gland (66) is further arranged on the second claw member (62), and an M16 ball bolt (64) is inserted into the ball gland (66).
9. The curvature suspended ceiling large-span hoisting structure system of claim 8, wherein the M16 ball stud (64) is fixedly connected with the auxiliary keel (22) through a third C-shaped hoop (67), and the joint of the M16 ball stud (64) and the third C-shaped hoop (67) is fixed through an M16 nut (65).
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| CN201921828070.0U CN211286236U (en) | 2019-10-29 | 2019-10-29 | Curvature suspended ceiling large-span hoisting structure system |
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| CN201921828070.0U CN211286236U (en) | 2019-10-29 | 2019-10-29 | Curvature suspended ceiling large-span hoisting structure system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110670786A (en) * | 2019-10-29 | 2020-01-10 | 广州金霸建材股份有限公司 | Curvature suspended ceiling large-span hoisting structure system and hoisting method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110670786A (en) * | 2019-10-29 | 2020-01-10 | 广州金霸建材股份有限公司 | Curvature suspended ceiling large-span hoisting structure system and hoisting method thereof |
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