CN220790416U - Indoor wall GRG dry-hanging assembled steel frame structure - Google Patents
Indoor wall GRG dry-hanging assembled steel frame structure Download PDFInfo
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- CN220790416U CN220790416U CN202321932325.4U CN202321932325U CN220790416U CN 220790416 U CN220790416 U CN 220790416U CN 202321932325 U CN202321932325 U CN 202321932325U CN 220790416 U CN220790416 U CN 220790416U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 42
- 239000010959 steel Substances 0.000 title claims abstract description 42
- 238000010276 construction Methods 0.000 claims abstract description 15
- 230000008878 coupling Effects 0.000 claims abstract description 3
- 238000010168 coupling process Methods 0.000 claims abstract description 3
- 238000005859 coupling reaction Methods 0.000 claims abstract description 3
- 239000012634 fragment Substances 0.000 claims abstract description 3
- 238000005246 galvanizing Methods 0.000 claims description 4
- 239000003365 glass fiber Substances 0.000 claims description 3
- 239000010440 gypsum Substances 0.000 claims description 3
- 229910052602 gypsum Inorganic materials 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 18
- 238000003466 welding Methods 0.000 abstract description 13
- 238000005034 decoration Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 230000008569 process Effects 0.000 description 4
- 239000002344 surface layer Substances 0.000 description 4
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000004927 fusion Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to the field of building indoor fine decoration, in particular to an indoor wall surface GRG dry-hanging assembled steel frame structure, which comprises the following components: the vertical main joists are vertically attached to the wall surface and are connected with the wall surface embedded part through corner brackets and bolts; the transverse keels are perpendicular to the wall surface and welded with the vertical main keels; GRG body, through coupling assembling with the one end bolt that vertical main joist was kept away from to horizontal fossil fragments. According to the indoor wall surface GRG dry-hanging assembled steel frame structure, through optimizing construction nodes, welding is replaced by the steel frames through corner joints and bolt connection, the problem that the traditional GRG body installation cannot be adjusted due to welding is solved, the installation quality is improved, the GRG body installation construction difficulty is reduced, the working efficiency is improved, and the on-site civilized construction environment is ensured.
Description
Technical Field
The utility model relates to the field of building indoor fine decoration, in particular to an indoor wall surface GRG dry-hanging assembled steel frame structure.
Background
GRG materials are introduced into the architectural decoration world from the end of the 70 th century, are introduced into China in the beginning of the century, have the characteristics of flexibility, convenience, functional practicality and the like, can be randomly manufactured into various planes, curved surfaces, artistic modeling and various functional products, and the randomness of the modeling makes the GRG materials the first choice of architectural designers requiring individuation, so that the GRG materials are currently gradually novel environment-friendly materials widely applied to indoor decoration internationally.
The conventional indoor GRG dry-hanging construction process comprises paying off firstly, welding a base keel, welding a GRG back-coating steel frame and a base steel frame, and finally repairing seams. However, the conventional GRG installation construction uses a welding mode, the welding construction quality is difficult to control, the construction standardization is low, the welding is rigid connection, and once the welding is impossible to adjust errors, the safety is low.
Therefore, the indoor wall surface GRG dry-hanging steel frame structure with low GRG installation and construction difficulty and convenient steel frame disassembly and can adjust construction errors is urgently needed.
Disclosure of Invention
The utility model aims to solve the defects in the prior art, and provides an indoor wall surface GRG dry-hanging assembled steel frame structure, which comprises:
the vertical main joists are vertically attached to the wall surface and are connected with the wall surface embedded part through corner brackets and bolts;
the transverse keels are perpendicular to the wall surface and welded with the vertical main keels;
GRG body, through coupling assembling with the one end bolt that vertical main joist was kept away from to horizontal fossil fragments.
Further, the vertical main keels are 80 x 60 x 5mm hot galvanizing moment pipes.
Further, a first angle code specification for bolting the vertical main joist with the wall surface: 100 x 150 x 8mm.
Further, the first angle code for bolting the vertical main joist and the wall surface comprises two mutually perpendicular surfaces, wherein one surface is connected with the vertical main joist by using an M10 bolt, and the other surface is connected with the wall surface by using an M10 expansion screw.
Further, the transverse keels are 70 x 50 x 6mm hot dip galvanized angle steel, the transverse keels comprise horizontal planes and vertical planes, the vertical planes of the transverse keels are welded with the vertical main keels, and the horizontal planes of the transverse keels are located above the vertical planes of the transverse keels.
Further, the density of the GRG body is 60 kg/square meter, and the back surface of the GRG body is treated by high-strength gypsum and glass fiber net cover.
Further, the connecting assembly comprises a second corner connector and an adapter, wherein the second corner connector comprises two mutually perpendicular faces, one face is welded with the GRG body in a pre-buried mode, the other face is connected with the adapter through an M10 bolt, and the face, which is not connected with the second corner connector, is connected with the transverse keel through the M10 bolt.
Further, the second corner key specification is: 50 x 70 x 5mm.
Further, the adapter is 70 x 50 x 6mm angle steel.
Further, the bottom of the vertical main keel is also bolted with the bottom surface embedded part through an angle code.
Compared with the prior art, the utility model has the beneficial effects that:
1. according to the indoor wall surface GRG dry-hanging assembled steel frame structure, through optimization of construction nodes, welding is replaced by the steel frames through corner joints and bolt connection, the problem that the traditional GRG body installation cannot be adjusted due to welding is solved, the installation quality is improved, the installation construction difficulty of the GRG body is reduced, and the working efficiency is improved.
2. According to the indoor wall surface GRG dry-hanging assembled steel frame structure, GRG is installed in an assembling mode, welding steps are greatly reduced, safety of workers is guaranteed, and meanwhile on-site civilized construction environment is guaranteed.
Drawings
The accompanying drawings are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate the utility model and together with the embodiments of the utility model, serve to explain the utility model. In the drawings:
fig. 1 is an assembly schematic diagram of an indoor wall surface GRG dry-hanging assembled steel frame structure of the utility model.
Fig. 2 is a schematic field installation diagram of an indoor wall surface GRG dry-hanging assembled steel frame structure of the utility model, in which (a) is a schematic connection diagram of a vertical main keel and a wall surface; (b) is a schematic diagram of connection between the vertical main joist and the ground; (c) and (d) are schematic diagrams of the connection between the GRG body and the transverse keels.
Fig. 3 is a schematic installation view of a river blocking installation node of the indoor wall surface GRG dry-hanging assembled steel frame structure of the utility model.
Reference numerals
1: a vertical main keel;
2: a transverse keel;
3: a GRG body;
4: a connection assembly;
41: a second corner brace; 42: an adapter;
5: a first angle code;
6: m10 bolts;
7: m10 expansion screw;
8:8# hot dip zinc channel steel.
Detailed Description
In order to make the objects, technical solutions and advantages of the present utility model more apparent, the present utility model will be further described in detail below with reference to the accompanying drawings and detailed description. It should be understood that the detailed description is presented by way of example only and is not intended to limit the utility model.
Example 1
Referring to fig. 1-3, the technical solution of the indoor wall surface GRG dry-hanging assembled steel frame structure provided in this embodiment includes:
the vertical main joist 1 is vertically attached to the wall surface and is connected with the embedded part of the wall surface through an angle bracket and a bolt;
the transverse keels 2 are perpendicular to the wall surface and welded with the vertical main keels 1;
the GRG body 3 is bolted with one end of the transverse keel 2, which is far away from the vertical main keel 1, through a connecting component 4.
In the concrete implementation, the steel frame welded dead of the process installation of 'paying off, welding of the base keel, welding of the GRG back steel frame and the base steel frame and seam repairing' in the prior art cannot adjust errors, and the working environment is more dangerous, so that the vertical main keel 1 and the horizontal keel 2 and the GRG body 3 and the horizontal keel are detachably assembled by adopting bolts and corner codes, the assembly errors can be timely adjusted, and the working environment is greatly improved.
Specifically, the vertical main keels 1 are 80 x 60 x 5mm hot galvanizing moment tubes.
In a specific implementation, the material of the connecting piece can be replaced by materials other than steel as required.
Specifically, a first angle code 5 gauge for bolting the vertical main joist 1 with the wall surface: 100 x 150 x 8mm.
Specifically, the first angle code 5 for bolting the vertical main joist 1 to the wall surface includes two mutually perpendicular surfaces, one surface is connected to the vertical main joist 1 by using an M10 bolt 6, and the other surface is connected to the wall surface by using an M10 expansion screw 7.
Specifically, the transverse keels 2 are 70 x 50 x 6mm hot dip galvanized angle steel, the transverse keels 2 comprise horizontal planes and vertical planes, the vertical planes of the transverse keels 2 are welded with the vertical main keels 1, and the horizontal planes of the transverse keels 2 are located above the vertical planes of the transverse keels 2.
Specifically, the density of the GRG body 3 is 60 kg/square meter, and the back surface of the GRG body 3 is treated by high-strength gypsum and glass fiber net cover.
Specifically, the connecting component 4 comprises a second corner connector 41 and an adapter piece 42, wherein the second corner connector 41 comprises two mutually perpendicular surfaces, one surface is welded with the GRG body 3, the other surface is connected with the adapter piece 42 through an M10 bolt 6, and the surface, which is not connected with the second corner connector 41, of the adapter piece 42 is connected with the horizontal plane comprising the transverse keel 2 through the M10 bolt 6.
Specifically, the second corner connector 41 has the following specifications: 50 x 70 x 5mm.
Specifically, the adaptor 42 is a 70×50×6mm angle.
In specific implementation, as shown in fig. 3, the installation method of the vertical main joist 1, the horizontal joist 2 and the GRG body 3 of the river installation node is the same as the wall surface installation method, but the 8# hot galvanizing groove 8 is adopted for the horizontal joist 2 of the seat bottom steel frame, and the vertical main joist 1, the horizontal joist 2 and the GRG body 3 are bolted with vertical 50 angle steel and fixed on the top steel beam.
Specifically, the bottom of the vertical main keel 1 is also bolted with the bottom surface embedded part through a corner bracket.
In specific implementation, the setting positions of the wall embedded part, the ground embedded part and other nodes are all researched and analyzed through the assembly type nodes, the GRG installation nodes of the auditorium of the concert hall are built, model simulation is built, stress calculation is carried out, and safety and reliability of the assembly type nodes are ensured.
In the concrete implementation process, the construction process of the GRG dry-hanging assembled steel frame structure of the whole indoor wall surface comprises the following steps: building a structural point cloud model, building a building decoration model, building an assembled construction node library, building a basic keel model, building a site and model matched point location control network, collecting and analyzing point locations of a lofting robot control network, building basic and surface layer installation point location data, lofting site point location lofting of the lofting robot, fusion analysis of the point cloud model, the basic keel model and the surface layer model, outputting a keel processing model and a processing diagram, joint ordering analysis and decomposition, joint ordering and centralized processing under basic keels and surface layers, site accurate installation according to basic and surface layer point locations, building a completion model and finishing.
Finally, it should be noted that: the above is only a preferred embodiment of the present utility model, and the present utility model is not limited thereto, but it is to be understood that the present utility model is described in detail with reference to the foregoing embodiments, and modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (10)
1. An indoor wall GRG hangs assembled steel frame construction futilely which characterized in that includes:
the vertical main joists are vertically attached to the wall surface and are connected with the wall surface embedded part through corner brackets and bolts;
the transverse keels are perpendicular to the wall surface and welded with the vertical main keels;
GRG body, through coupling assembling with the one end bolt that vertical main joist was kept away from to horizontal fossil fragments.
2. The indoor wall surface GRG dry-hanging assembled steel frame structure of claim 1, wherein: the vertical main keels are 80 x 60 x 5mm hot galvanizing moment tubes.
3. The indoor wall surface GRG dry-hanging assembled steel frame structure of claim 1, wherein: the first angle code specification is used for bolting the vertical main joist and the wall surface: 100 x 150 x 8mm.
4. The indoor wall surface GRG dry-hanging assembled steel frame structure of claim 3, wherein: the first angle code for bolting the vertical main joist and the wall surface comprises two mutually perpendicular surfaces, wherein one surface is connected with the vertical main joist by using an M10 bolt, and the other surface is connected with the wall surface by using an M10 expansion screw.
5. The indoor wall surface GRG dry-hanging assembled steel frame structure of claim 1, wherein: the transverse keels are 70 x 50 x 6mm hot dip galvanized angle steel, the transverse keels comprise horizontal planes and vertical planes, the vertical planes of the transverse keels are welded with the vertical main keels, and the horizontal planes of the transverse keels are located above the vertical planes of the transverse keels.
6. The indoor wall surface GRG dry-hanging assembled steel frame structure of claim 1, wherein: the density of the GRG body is 60 kg/square meter, and the back surface of the GRG body is treated by high-strength gypsum and glass fiber net cover.
7. The indoor wall surface GRG dry-hanging assembled steel frame structure of claim 5, wherein: the connecting assembly comprises a second corner connector and an adapter, wherein the second corner connector comprises two mutually perpendicular faces, one face of the second corner connector is welded with the GRG body in a pre-buried mode, the other face of the second corner connector is connected with the adapter through an M10 bolt, and the face of the adapter, which is not connected with the second corner connector, is connected with the transverse keel through the M10 bolt.
8. The indoor wall surface GRG dry-hanging assembled steel frame structure of claim 7, wherein: the second corner connector specification is as follows: 50 x 70 x 5mm.
9. The indoor wall surface GRG dry-hanging assembled steel frame structure of claim 7, wherein: the adapter is 70 x 50 x 6mm angle steel.
10. The indoor wall surface GRG dry-hanging assembled steel frame structure of claim 1, wherein: the bottom of the vertical main keel is also bolted with the bottom embedded part through an angle code.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321932325.4U CN220790416U (en) | 2023-07-21 | 2023-07-21 | Indoor wall GRG dry-hanging assembled steel frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321932325.4U CN220790416U (en) | 2023-07-21 | 2023-07-21 | Indoor wall GRG dry-hanging assembled steel frame structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220790416U true CN220790416U (en) | 2024-04-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321932325.4U Active CN220790416U (en) | 2023-07-21 | 2023-07-21 | Indoor wall GRG dry-hanging assembled steel frame structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220790416U (en) |
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2023
- 2023-07-21 CN CN202321932325.4U patent/CN220790416U/en active Active
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