CN219672237U - Truss support structure for glass curtain wall reconstruction - Google Patents
Truss support structure for glass curtain wall reconstruction Download PDFInfo
- Publication number
- CN219672237U CN219672237U CN202321265956.5U CN202321265956U CN219672237U CN 219672237 U CN219672237 U CN 219672237U CN 202321265956 U CN202321265956 U CN 202321265956U CN 219672237 U CN219672237 U CN 219672237U
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- Prior art keywords
- truss
- support structure
- curtain wall
- glass curtain
- vertical
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- 239000011521 glass Substances 0.000 title claims abstract description 14
- 230000004048 modification Effects 0.000 claims description 6
- 238000012986 modification Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 10
- 238000009434 installation Methods 0.000 abstract description 8
- 238000000034 method Methods 0.000 abstract description 6
- 230000008569 process Effects 0.000 abstract description 5
- 238000003466 welding Methods 0.000 description 4
- 230000006872 improvement Effects 0.000 description 3
- 230000009466 transformation Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000011324 bead Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a truss support structure for glass curtain wall reconstruction, which comprises a truss support structure and a fixing piece of a building main body structure, wherein the two main components can be transported in a split mode, lifted in a split mode and assembled on site. The whole truss support structure for glass curtain wall reconstruction does not influence the earthquake resistance of the main structure before and after installation, does not influence the building safety, can not use large-scale construction auxiliary facilities such as scaffolds in the whole process of building facade reconstruction, does not influence the normal use of the building in the whole process of reconstruction, and has excellent economy.
Description
Technical Field
The utility model relates to the field of building exterior and appearance, in particular to appearance improvement and urban image improvement, and more particularly relates to a truss support structure for glass curtain wall improvement.
Background
Glass curtain wall applications are becoming more and more popular, and are more obvious in improving and beautifying building images. For the old building, the main body of the appearance transformation structure has more limiting factors, the urban construction limiting factors are more, and the outer elevation transformation is very difficult. And the common facade transformation is high in cost due to various factors such as technical problems, construction difficulty problems, scaffold erection and the like.
Based on the above drawbacks, the present inventors found that:
the method aims at the design of the external elevation reconstruction scheme of the built building, solves the defect that the scaffold is required to be erected in difficult construction, optimizes the technological process of the external elevation reconstruction, and utilizes the original structural main body, so that the construction scheme which is easy to position, convenient to operate and convenient to adjust on site is not seen.
The inventors have also found that: if each layer is independently arranged, the system is divided into a plurality of character systems, each subsystem is easy to fail, the outer package is easy to fall off, and if each layer of components are connected into the same integral system, the system is very beneficial to urban road safety.
Disclosure of Invention
The truss support structure for glass curtain wall reconstruction is convenient to transport, position, construct and install, low in overall cost, high in system redundancy and high in urban street safety, and the scaffold is not required to be independently erected.
In order to solve the problems, the utility model adopts the following technical scheme: the truss support structure for glass curtain wall reconstruction comprises a fixing piece, truss fixing bolts, nuts, a vertical truss, a horizontal truss, an inclined truss and a vertical outer truss, wherein the fixing piece is fixed with the vertical truss through the truss fixing bolts and the nuts; after the vertical truss is fixed, welding a horizontal truss and an inclined truss on the vertical truss; when the three-dimensional truss is spliced, the vertical outer trusses are welded at the ends of the horizontal truss and the inclined truss, so that the whole truss is spliced from bottom to top or from top to bottom along the outer facade of the building.
Further, the fixing piece is fixed on the structural member through a planted bar or an expansion bolt.
Further, a hole is formed in the fixing piece, and the vertical truss is hinged and fixed on the fixing piece through the hole in the fixing piece by the truss fixing bolt, and is screwed and fixed through a nut, so that field installation and error adjustment are facilitated.
Further, the fixing piece and the truss supporting structure can be transported to the site separately, so that the transportation is convenient, each building is small, the lifting is convenient, and the site assembly is convenient.
Further, only the vertical truss is connected with the fixing piece in the truss supporting structure, and other truss frameworks are all connected with the vertical truss by welding, so that the position of each truss member can be conveniently adjusted, and the angle can be conveniently adjusted to deal with different demand scenes.
Furthermore, the truss support structure is integrated after being completed, so that the system redundancy is high, and accidents such as falling of the truss are avoided.
Furthermore, the completed truss structure has strong integrity and rigidity, is convenient for fixing various curtain wall structures, can be welded to form a space truss, and greatly expands application scenes.
Compared with the prior art, the utility model has the advantages that:
the structure is convenient for on-site positioning, and each component is connected with each other to have certain redundancy, so that on-site welding is convenient. Each assembly component is lighter, and a scaffold can be not additionally erected.
Because the components are convenient to transport, are convenient to position and install, the components are light in weight and convenient to construct, the comprehensive cost is low, and the urban updating and reconstruction are facilitated.
After the construction and welding are completed, the integrated structure is formed, has higher redundancy, and the local failure does not affect the overall safety, thereby being beneficial to the safety of the building and the city.
Drawings
FIG. 1 is a schematic elevational view of the present utility model;
FIG. 2 is a schematic plan view of the present utility model;
FIG. 3 is a schematic view of a fastener of the present utility model;
FIG. 4 is a schematic view of a fastener and truss attachment node of the present utility model.
The reference numerals in the figures illustrate: 1-a fixing piece; 2-fixing the bolt; 3-nuts; 4-a vertical truss; 5-horizontal truss; 6-oblique truss; 7-vertical outer truss.
Detailed Description
In order to make the objects, technical solutions and advantageous effects of the present utility model more apparent, preferred embodiments of the present utility model will be described in detail below with reference to the accompanying drawings, so as to facilitate understanding of the skilled person.
As shown in fig. 1 to 4, the fixing member 1 of the present utility model is fixed to a structural member by means of a bead or an expansion bolt. The truss fixing bolt 2 is used for hinging and fixing the vertical truss 4 on the fixing piece 1 through a hole on the fixing piece 1, and is screwed and fixed through a nut 3. The vertical truss 4 is fixed on the fixing piece 1 through the truss fixing bolt 2 and the nut 3, after the vertical truss 4 is fixed, the horizontal truss 5 and the inclined truss 6 are welded on the vertical truss 4 to be fixed, and when the three-dimensional truss is spliced, the vertical outer truss 7 is welded at the end parts of the horizontal truss 5 and the inclined truss 6. Thereby completing the construction of the truss support structure.
The utility model comprises a truss supporting structure and a fixing part of a building main structure, wherein the two main components can realize split transportation, split hoisting and on-site assembly installation, compared with the large engineering quantity and high cost brought by the disassembly and modification of a house main component and an accessory component by glass curtain wall modification, the truss supporting structure for the glass curtain wall modification has little influence on the original structural component, and can be more convenient for transportation, more convenient for positioning and more convenient for construction and installation. In this device component, the mounting only need carry out simple location drilling to major structure when planting muscle or crab-bolt installation on structural beam, structural column or structural wall body, can assemble truss support structure on the mounting after the mounting is accomplished, and truss support structure all has certain installation redundancy, and truss support structure light in weight, and it is convenient to install, and mounting point is delivered to modes such as mounting and truss support structure accessible rope hang or indoor the giving up. The whole truss support structure for glass curtain wall reconstruction does not influence the earthquake resistance of the main structure before and after installation, does not influence the building safety, can not use large-scale construction auxiliary facilities such as scaffolds in the whole process of building facade reconstruction, reduces the installation cost, and does not influence the normal use of the building in the whole process of reconstruction, and the like. Has excellent economy. Each construction is convenient for transportation, roof hoisting is convenient for reaching the assembly position or the elevator of the building is adopted to reach the floor, and window opening is carried out to reach the assembly position.
The above description is only of the preferred embodiments of the present utility model; the scope of the utility model is not limited in this respect. It is intended that all technical solutions and modifications according to the present utility model be covered by the scope of protection of the present patent application, and that any person skilled in the art shall be equivalent or modified within the technical scope of the present utility model.
Claims (3)
1. A truss support structure for glass curtain wall reforms transform, its characterized in that: the vertical truss comprises a fixing piece (1), a truss fixing bolt (2), a nut (3), a vertical truss (4), a horizontal truss (5), an inclined truss (6) and a vertical outer truss (7), wherein the fixing piece (1) is fixed with the vertical truss (4) through the truss fixing bolt (2) and the nut (3); a horizontal truss (5) and an inclined truss (6) are welded on the vertical truss (4); when the three-dimensional trusses are spliced, the vertical outer trusses (7) are welded at the ends of the horizontal trusses (5) and the inclined trusses (6).
2. The truss support structure for glass curtain wall modification of claim 1, wherein: the fixing piece (1) is fixed through a planted bar or an expansion bolt.
3. The truss support structure for glass curtain wall modification of claim 1, wherein: the vertical truss (4) is hinged and fixed on the fixing piece (1) through a hole in the fixing piece (1) by the truss fixing bolt (2), and is screwed and fixed through a nut (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321265956.5U CN219672237U (en) | 2023-05-24 | 2023-05-24 | Truss support structure for glass curtain wall reconstruction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321265956.5U CN219672237U (en) | 2023-05-24 | 2023-05-24 | Truss support structure for glass curtain wall reconstruction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219672237U true CN219672237U (en) | 2023-09-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321265956.5U Active CN219672237U (en) | 2023-05-24 | 2023-05-24 | Truss support structure for glass curtain wall reconstruction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219672237U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117328590A (en) * | 2023-11-08 | 2024-01-02 | 北京城建六建设集团有限公司 | Unit body assembled curtain wall construction system and method for super high-rise building reconstruction |
-
2023
- 2023-05-24 CN CN202321265956.5U patent/CN219672237U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117328590A (en) * | 2023-11-08 | 2024-01-02 | 北京城建六建设集团有限公司 | Unit body assembled curtain wall construction system and method for super high-rise building reconstruction |
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