CN115492288A - Connecting component of top-bottom load-bearing glass curtain wall system and mounting method - Google Patents
Connecting component of top-bottom load-bearing glass curtain wall system and mounting method Download PDFInfo
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- CN115492288A CN115492288A CN202210587974.9A CN202210587974A CN115492288A CN 115492288 A CN115492288 A CN 115492288A CN 202210587974 A CN202210587974 A CN 202210587974A CN 115492288 A CN115492288 A CN 115492288A
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- 239000011521 glass Substances 0.000 title claims abstract description 88
- 238000000034 method Methods 0.000 title claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 133
- 239000010959 steel Substances 0.000 claims abstract description 133
- 238000009434 installation Methods 0.000 claims abstract description 25
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 109
- 239000008397 galvanized steel Substances 0.000 claims description 109
- 239000010935 stainless steel Substances 0.000 claims description 27
- 229910001220 stainless steel Inorganic materials 0.000 claims description 27
- 238000007789 sealing Methods 0.000 claims description 20
- NBVXSUQYWXRMNV-UHFFFAOYSA-N fluoromethane Chemical compound FC NBVXSUQYWXRMNV-UHFFFAOYSA-N 0.000 claims description 15
- 238000010276 construction Methods 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 238000003466 welding Methods 0.000 claims description 13
- 238000005507 spraying Methods 0.000 claims description 11
- 239000006260 foam Substances 0.000 claims description 10
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 7
- 229910052782 aluminium Inorganic materials 0.000 claims description 7
- 229920001875 Ebonite Polymers 0.000 claims description 6
- 239000003292 glue Substances 0.000 claims description 4
- 238000005259 measurement Methods 0.000 claims description 4
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 4
- 238000005520 cutting process Methods 0.000 claims description 3
- 238000004080 punching Methods 0.000 claims description 3
- 239000013524 weatherproof sealant Substances 0.000 claims 1
- 229910000746 Structural steel Inorganic materials 0.000 description 6
- 239000000565 sealant Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000012945 sealing adhesive Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000001502 supplementing effect Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/885—Curtain walls comprising a supporting structure for flush mounted glazing panels
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- Engineering & Computer Science (AREA)
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- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a connecting component of a top-bottom bearing type glass curtain wall system and an installation method, wherein the connecting component comprises a section steel column, the upper end of the section steel column is connected with main body steel through a first support system, the middle part of the section steel is connected with the main body steel through a second support system, the bottom of the section steel is connected with a section steel column installation surface through a third support system, the first support system, the second support system and the third support system play a role in supporting and fixing the section steel column, and the section steel column is also provided with a glass support system which is used for fixing glass.
Description
Technical Field
The invention relates to the field of building curtain wall design and construction installation, in particular to a connecting component of a top-bottom load-bearing glass curtain wall system and an installation method.
Background
Along with the gradual diversification of building forms, the building style is not limited to the conventional style any more, and is more inclined to be special-shaped and curved, especially for a glass curtain wall, architects tend to be more inclined to have large and transparent glass lattices, and the decorative lines are obvious and tall and straight, which brings more new challenges for the design and construction of the curtain wall.
The glass curtain wall of a certain existing building transformation project, architects want to realize the conical curved surface glass curtain wall which is from ground to highest position 22.3 meters all penetrating and wholly emptys inwards to the middle part of the curtain wall can not newly increase the component and influence the whole effect. The method requires that the vertical stress structure of the curtain wall has no broken joint, the stress point has to be only at the position where the upper end and the lower end are local, and the traditional component type glass curtain wall (the upper end stress form) can not meet the requirement. How to realize the architectural design intentions and effectively solve the problems of structural stress and construction and installation of the curtain wall becomes a great difficulty in design and construction of the glass curtain wall.
Disclosure of Invention
The invention aims to provide a connecting component of a top-bottom load-bearing type glass curtain wall system and an installation method aiming at the defects of the prior art.
The technical scheme adopted by the invention for solving the technical problems is as follows: the connecting component of the top-bottom bearing type glass curtain wall system comprises a section steel column, wherein the upper end of the section steel column is connected with main steel through a first support system, the middle part of the section steel is connected with the main steel through a second support system, the bottom of the section steel is connected with a section steel column mounting surface through a third support system, the first support system, the second support system and the third support system play a role in supporting and fixing the section steel column, a glass support system is further arranged on the section steel column, and the glass support system is used for fixing glass.
Preferably, the section steel column comprises an indoor upright and an outdoor upright, and the indoor upright and the outdoor upright are welded and fixed through a U-shaped galvanized connecting piece.
Preferably, first pedestal system includes galvanized steel otic placode, first galvanized steel rib reinforcing plate, zinc-plated steel connection plate and first stainless steel bolt group, and wherein galvanized steel otic placode and main part steel welded fastening, zinc-plated steel connection plate and indoor stand fixed connection, and galvanized steel otic placode and zinc-plated steel connection plate are articulated through first stainless steel bolt group, and first galvanized steel rib reinforcing plate sets up on galvanized steel otic placode and zinc-plated steel connection plate.
Preferably, the second support system comprises a fluorocarbon-sprayed customized steel pipe, two galvanized steel plates, four groups of second stainless steel bolt groups, a galvanized steel pipe and a second galvanized steel rib reinforcing plate, wherein one end of the fluorocarbon-sprayed customized steel pipe is fixedly connected with the indoor upright post and is hidden behind the indoor upright post, one end of the galvanized steel pipe is fixedly welded with the main body steel, the other ends of the fluorocarbon-sprayed customized steel pipe and the galvanized steel pipe are both welded with the galvanized steel plates and are locked and fixed through the second stainless steel bolt groups, and the second galvanized steel rib reinforcing plate is arranged on the fluorocarbon-sprayed customized steel pipe and the galvanized steel pipe.
Preferably, the third support system is composed of a galvanized steel embedded part and a core inserting part, wherein the galvanized steel embedded part is embedded into the installation surface, the core inserting part is arranged at the lower end of the section steel column, and the galvanized steel embedded part and the core inserting part are welded and fixed.
Preferably, the glass bracket system comprises two galvanized steel angle braces which are arranged on two sides of the U-shaped galvanized connecting piece and are L-shaped, the two galvanized steel angle braces and the U-shaped galvanized connecting piece are fixed through a third stainless steel bolt group, and a hard rubber gasket is placed on the contact surface of the glass and the galvanized steel angle braces.
Preferably, the sealing system further comprises a sealing system, wherein the sealing system comprises a sealing adhesive, a foam rod, a galvanized pipe and a fluorocarbon spraying aluminum profile, the galvanized pipe and the fluorocarbon spraying aluminum profile are used for filling a large gap reserved between glass and a section steel column when the glass is installed, and the sealing adhesive and the foam rod are used for sealing gaps of various components in a third system.
A method for installing a top-bottom load-bearing glass curtain wall system comprises the following steps:
s1, establishing a model and producing: establishing a three-dimensional model of each indoor upright post and each outdoor upright post according to a construction drawing, generating a processing drawing by the models, and delivering the processing drawing to a manufacturer to customize and produce a full-length section steel column;
s2, installing an embedded part: according to construction drawings, when a lower concrete structure is constructed, all fluorocarbon-sprayed customized steel pipes of the second system support are installed and positioned in the positions shown in the drawing in advance;
s3, mounting a first support system: establishing a coordinate system in a model through two three-dimensional coordinate points provided by a site owner, numbering each section steel column, then taking a fixed point to give a three-dimensional coordinate value, guiding the three-dimensional coordinate value into measurement lofting equipment for automatic lofting, welding a galvanized steel ear plate in a first support system to a main body steel structure according to the lofting point position, and connecting a galvanized connecting steel plate to the galvanized steel ear plate by using a first stainless steel bolt group;
s4, hoisting the section steel column: hoisting the section steel column to a position to be installed, fixing the upper part of the section steel column to a first support system through a galvanized connecting steel plate, pre-installing a core insert piece at the lower end of the section steel column in advance, welding and fixing the core insert piece and a galvanized steel embedded part after hoisting to the position, and then landing the section steel column;
s5, installing a second support system: rechecking the position of each section steel column, connecting two galvanized steel plates together by using a second stainless steel bolt group, welding one side of each galvanized steel plate to a fluorocarbon-sprayed customized section steel pipe extending out of the side edge of the section steel column, then cutting the galvanized steel pipes according to the on-site actual measurement distance, welding one side of each galvanized steel pipe to the upper galvanized steel plate, and welding one side of each galvanized steel pipe to the main steel structure;
s6, installing a glass support system: determining the position of a glass support according to a drawing, punching a through hole in the middle of the section steel column, and fixing galvanized steel angle braces of the first row of glass to two sides of the section steel column by using a third stainless steel bolt group;
s7, glass installation: after each row of galvanized steel angle braces are installed, adhering hard rubber gaskets with the thickness of 2mm on the upper surface and the lower surface of the glass bracket, conveying the glass to a point to be installed by using installation equipment, slowly placing the glass on the galvanized steel angle braces, adjusting the position of the glass to enable the glass to be centered, and enabling the vertical edge of a beam to abut against the inner side of a section steel column glass notch;
s8, installing a sealing system: after the glass is completely finished, sequentially installing all the components in the sealing system from inside to outside according to the construction drawing and the nodes, gradually filling the foam rods and filling weather-resistant sealant, and finishing the installation of the curtain wall system.
Compared with the prior art, the invention has the beneficial effects that: the invention is suitable for the beautiful shape of the glass curtain wall with high space and inclination angle, the section of the upright post is flexible and variable, the installation steps are simple, and the construction efficiency is high.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the principles of the invention and not to limit the invention. In the drawings:
FIG. 1 is a diagrammatic view of the present invention;
FIG. 2 is a vertical sectional view of the first supporting base system;
FIG. 3 is a cross-sectional view of a first pedestal system;
FIG. 4 is a vertical cross-sectional view of a second pedestal system; (ii) a
FIG. 5 is a cross-sectional view of a second standoff system;
FIG. 6 is a vertical cross-sectional view of a third mount system;
FIG. 7 is a cross-sectional view of the section steel column;
FIG. 8 is a cross-sectional view of the glass holder system and the sealing system;
FIG. 9 is a vertical cross-sectional view of a glass holder system and a sealing system.
In the figure: 2. the steel-clad plate comprises a first support system, 3, a second support system, 4, a third support system, 5, a section steel column, 6, a glass support system, 8, glass, 21, a galvanized steel ear plate, 22, a first galvanized steel rib reinforcing plate, 23, a galvanized connecting steel plate, 24, a first stainless steel bolt group, 31, a fluorocarbon-sprayed customized steel pipe, 32, a galvanized steel plate, 33, a second stainless steel bolt group, 34, a galvanized steel pipe, 35, a second galvanized steel rib reinforcing plate, 41, a galvanized steel embedded part, 42, a core-inserting part, 51, an indoor upright column, 52, an outdoor upright column, 61, a galvanized steel angle code, 62, a third stainless steel bolt group, 71, sealant, 72, a foam rod, 73, a galvanized steel pipe, 74 and a fluorocarbon-sprayed aluminum profile.
Detailed Description
The technical solution of the present invention is described in detail below with reference to the accompanying drawings, but the scope of the present invention is not limited to the embodiments.
Referring to fig. 1 to 9, a connecting member of a top-bottom load-bearing type glass curtain wall system includes a section steel column 5, the upper end of the section steel column 5 is connected with main steel through a first support system 2, the middle part of the section steel is connected with the main steel through a second support system 3, the bottom of the section steel is connected with a mounting surface of the section steel column 5 through a third support system 4, the first support system 2, the second support system 3 and the third support system 4 play a role in supporting and fixing the section steel column 5, a glass support system 6 is further arranged on the section steel column 5, and the glass support system 6 is used for fixing glass 8.
The section steel column 5 comprises an indoor upright column 51 and an outdoor upright column 52, the indoor upright column 51 and the outdoor upright column 52 are welded and fixed through a U-shaped galvanized connecting piece 53, so that the section steel column 5 can be integrally stressed, the wall thickness and the using amount of materials are reduced, the indoor upright column 51 and the outdoor upright column 52 can be designed according to effect requirements, and the invention takes an approximate ellipsoid shape as an example for relevant description.
The second support system 3 is composed of a fluorocarbon sprayed customized steel pipe 31, two galvanized steel plates 32, four groups of second stainless steel bolt groups 33, galvanized steel pipes 34 and second galvanized steel rib reinforcing plates 35, wherein one end of the fluorocarbon sprayed customized steel pipe 31 is fixedly connected with the indoor upright post 51 and hidden behind the indoor upright post 51, one end of the galvanized steel pipe 34 is welded and fixed with the main body steel, the other ends of the fluorocarbon sprayed customized steel pipe 31 and the galvanized steel pipe 34 are welded with the galvanized steel plates 32 and locked and fixed through the second stainless steel bolt groups 33, and the second galvanized steel rib reinforcing plates 35 are arranged on the fluorocarbon sprayed customized steel pipe 31 and the galvanized steel pipes 34, so that a set of stable supports can be formed to play a role in supplementing and bearing horizontal acting force.
The third support system 4 is composed of a galvanized steel embedded part 41 and a core inserting part 42, wherein the galvanized steel embedded part 41 is embedded into the installation surface, the core inserting part 42 is arranged at the lower end of the section steel column 5, the galvanized steel embedded part 41 and the core inserting part 42 are welded and fixed into a whole and are sleeved in a cavity of the section steel column 5 of the curtain wall to limit the displacement of the section steel column 5.
Glass holds in palm system 6 and includes that two settings are the galvanized steel angle sign indicating number 61 of L shape in U type galvanized connection piece 53 both sides, and it is fixed through third stainless steel bolt group 62 between two galvanized steel angle sign indicating numbers 61 and the U type galvanized connection piece 53, has placed the hard rubber gasket on glass and the contact surface of galvanized steel angle sign indicating number 61, prevents that glass and rigid material rigid contact from causing glass to burst.
The sealing system comprises a sealing glue 71, a foam rod 72, a galvanized pipe 73 and a fluorocarbon spraying aluminum profile 74, wherein the galvanized pipe 73 and the fluorocarbon spraying aluminum profile 74 are used for filling a large gap between the glass and the section steel column 5 for installing the glass and remaining, and the sealing glue 71 and the foam rod 72 are used for sealing gaps of various components in the third system.
A method for installing a top-bottom load-bearing glass curtain wall system comprises the following steps:
s1, establishing a model and producing: establishing a three-dimensional model of each indoor upright post 51 and each outdoor upright post 52 according to a construction drawing, generating a processing drawing by the models, and customizing and producing the full-length section steel column 5 by a delivery manufacturer;
s2, installing an embedded part: according to construction drawings, when a lower concrete structure is constructed, all fluorocarbon-sprayed customized steel pipes 31 of the second system support are installed and buried in place in advance at positions shown in the drawing;
s3, mounting a first support body system 2: a coordinate system is established in a model through two three-dimensional coordinate points provided by a field owner, a fixed point is taken after each section steel column 5 is numbered and is endowed with a three-dimensional coordinate value, the three-dimensional coordinate value is guided into a measuring lofting device for automatic lofting, a galvanized steel ear plate 21 in a first support system 2 is welded to a main steel structure according to the lofting point position, a galvanized connecting steel plate 23 is connected to the galvanized steel ear plate 21 through a first stainless steel bolt group 24, and the position accuracy of the first support system 2 of each section steel column is ensured.
S4, hoisting the section steel column 5: the structural steel column 5 is hoisted to a position to be installed, the upper portion of the structural steel column 5 is fixed to the first support system 2 through the galvanized connecting steel plate 23, the lower end core inserting piece 42 is installed at the lower end of the structural steel column 5 in advance, after the structural steel column 5 is hoisted to the position, the core inserting piece 42 and the galvanized steel embedded part 41 are welded and fixed, then the structural steel column 5 falls to the ground, top and bottom bearing is achieved, and the bottom of the structural steel column serves as a main bearing point.
S5, installing a second support system 3: rechecking the position of each section steel column 5, starting to install a second manufacturing system under the condition of no position error, connecting two galvanized steel plates 32 together by using a second stainless steel bolt group 33, welding one side of each galvanized steel plate to a fluorocarbon spraying customized section steel pipe 31 extending out of the side edge of the section steel column 5, then cutting a galvanized steel pipe 34 according to the on-site actual measurement distance, welding one side of the galvanized steel pipe 34 to the upper galvanized steel plate 32, welding one side of each galvanized steel pipe to the main body steel structure, and completing the installation of the main stress structure of the integral curtain wall after the second support system 3 is installed;
s6, installing a glass support system 6: determining the position of a glass support according to a drawing, punching a through hole in the middle of the section steel column 5, and fixing galvanized steel angle braces 61 of a first row of glass to two sides of the section steel column 5 by using a third stainless steel bolt group 62;
s7, mounting of glass 8: after each row of galvanized steel angle braces 61 are installed, adhering hard rubber gaskets with the thickness of 2mm on the upper surface and the lower surface of the glass bracket to ensure that the glass is not in rigid contact with the galvanized steel angle braces 61 after being installed in place, conveying the glass to a point to be installed by using installation equipment, slowly placing the glass on the galvanized steel angle braces 61, and adjusting the position of the glass to enable the glass to be centered and the vertical edge of the beam to abut against the inner side of the glass notch of the section steel column 5;
because there is not the crossbeam design to the curtain is the slope installation, for easy to assemble, the installation of next row of galvanized steel angle sign indicating number 61 should be gone on after this row of glass installation is accomplished, and the installation is more high-efficient like this, and is difficult for taking place the glass breakage.
S8, installing a sealing system: after the glass is completely finished, sequentially installing all the components in the sealing system from inside to outside according to the construction drawing and the nodes, gradually filling the foam rods 72 and filling the weather-resistant sealant 71 to finish the installation of the curtain wall system.
The invention selects fluorocarbon-sprayed through-length customized section steel as the main keel, the main keel is only connected with the structure at the upper end and the lower end without a transverse keel, the curtain wall glass is connected with the main keel through the hidden support piece, the building requirements of large-angle inclination and transparent and non-shielding back side of the curtain wall can be met, and the invention has the characteristics of safe and stable structure, convenient and efficient installation and the like.
As above, while the invention has been shown and described with reference to certain preferred embodiments, it is not to be construed as limited thereto. Various changes in form and detail may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (8)
1. The utility model provides a connecting elements of top and bottom load-bearing glass curtain wall system which characterized in that: the device comprises a section steel column, wherein the upper end of the section steel column is connected with main steel through a first support system, the middle part of the section steel is connected with the main steel through a second support system, the bottom of the section steel is connected with a section steel column mounting surface through a third support system, the first support system, the second support system and the third support system play a role in supporting and fixing the section steel column, and the section steel column is further provided with a glass support system which is used for fixing glass.
2. The connecting member of a top and bottom load-bearing glass curtain wall system as claimed in claim 1, wherein: the section steel column comprises an indoor upright column and an outdoor upright column, and the indoor upright column and the outdoor upright column are welded and fixed through a U-shaped galvanized connecting piece.
3. The connecting member of a top and bottom load-bearing glass curtain wall system as claimed in claim 1, wherein: first pedestal system includes galvanized steel otic placode, first galvanized steel rib reinforcing plate, zinc-plated steel connection panel and first stainless steel bolted connection group, and wherein galvanized steel otic placode and main part steel welded fastening, zinc-plated steel connection panel and indoor stand fixed connection, galvanized steel otic placode and zinc-plated steel connection panel are articulated through first stainless steel bolted connection group, and first zinc-plated steel rib reinforcing plate sets up on galvanized steel otic placode and zinc-plated steel connection panel.
4. The connecting member of a top and bottom load-bearing glass curtain wall system as claimed in claim 1, wherein: the second support system comprises fluorocarbon spraying customized steel pipe, two galvanized steel sheets, four groups of second stainless steel bolt groups, galvanized steel pipe and second galvanized steel rib reinforcing plates, wherein one end of the fluorocarbon spraying customized steel pipe and the indoor upright post are fixedly connected and hidden behind the indoor upright post, one end of the galvanized steel pipe and the main body steel are welded and fixed, the other ends of the fluorocarbon spraying customized steel pipe and the galvanized steel pipe are both welded with the galvanized steel sheets and are locked and fixed through the second stainless steel bolt groups, and the second galvanized steel rib reinforcing plates are arranged on the fluorocarbon spraying customized steel pipe and the galvanized steel pipe.
5. The connecting member of a top and bottom load-bearing glass curtain wall system as claimed in claim 1, wherein: the third support system is composed of a galvanized steel embedded part and a core inserting part, wherein the galvanized steel embedded part is embedded into the installation surface, the core inserting part is arranged at the lower end of the section steel column, and the galvanized steel embedded part and the core inserting part are welded and fixed.
6. The connecting member of a top and bottom load-bearing glass curtain wall system as claimed in claim 1, wherein: the glass support system comprises two galvanized steel angle braces which are arranged on two sides of the U-shaped galvanized connecting piece and are L-shaped, the two galvanized steel angle braces and the U-shaped galvanized connecting piece are fixed through a third stainless steel bolt group, and hard rubber gaskets are placed on contact surfaces of glass and the galvanized steel angle braces.
7. The connecting member of a top and bottom load-bearing glass curtain wall system as claimed in claim 1, wherein: the sealing system comprises a sealing glue, a foam rod, a galvanized pipe and a fluorocarbon spraying aluminum profile, wherein the galvanized pipe and the fluorocarbon spraying aluminum profile are used for filling a large gap reserved between glass and a section steel column when the glass is installed, and the sealing glue and the foam rod are used for sealing gaps of various components in a third system.
8. A method of installation comprising a glass curtain wall system as claimed in any one of claims 1 to 7, characterised in that it comprises the following steps:
s1, establishing a model and producing: establishing a three-dimensional model of each indoor upright post and each outdoor upright post according to a construction drawing, generating a processing drawing by the models, and delivering the processing drawing to a manufacturer to customize and produce a full-length section steel column;
s2, installing an embedded part: according to construction drawings, when a lower concrete structure is constructed, all fluorocarbon-sprayed customized steel pipes of the second system support are installed and positioned in the positions shown in the drawing in advance;
s3, mounting a first support system: establishing a coordinate system in a model through two three-dimensional coordinate points provided by a site owner, numbering each section steel column, then taking a fixed point to give a three-dimensional coordinate value, guiding the three-dimensional coordinate value into measurement lofting equipment for automatic lofting, welding a galvanized steel ear plate in a first support system to a main body steel structure according to the lofting point position, and connecting a galvanized connecting steel plate to the galvanized steel ear plate by using a first stainless steel bolt group;
s4, hoisting the section steel column: hoisting the section steel column to a position to be installed, fixing the upper part of the section steel column to a first support system through a galvanized connecting steel plate, pre-installing a core insert piece at the lower end of the section steel column, welding and fixing the core insert piece and a galvanized steel embedded part after the section steel column is hoisted to the position, and then landing the section steel column;
s5, installing a second support system: rechecking the position of each section steel column, connecting two galvanized steel plates together by using a second stainless steel bolt group, welding one side of each galvanized steel plate to a fluorocarbon-sprayed customized section steel pipe extending out of the side edge of the section steel column, then cutting the galvanized steel pipes according to the on-site measured distance, welding one side of each galvanized steel pipe to the upper galvanized steel plate, and welding one side of each galvanized steel pipe to the main steel structure;
s6, installing a glass support system: determining the position of a glass support according to a drawing, punching a through hole in the middle of the section steel column, and fixing galvanized steel angle braces of the first row of glass to two sides of the section steel column by using a third stainless steel bolt group;
s7, glass installation: after each row of galvanized steel angle braces are installed, hard rubber gaskets with the thickness of 2mm are adhered to the upper surface and the lower surface of the glass bracket, the glass is conveyed to a point to be installed by using installation equipment, the glass is slowly placed on the galvanized steel angle braces, the position of the glass is adjusted to be centered, and the vertical edge of the beam abuts against the inner side of a section steel column glass notch;
s8, installing a sealing system: after the glass is completely finished, sequentially installing each component in the sealing system from inside to outside according to a construction drawing and nodes, gradually filling a foam rod and filling weather-proof sealant, and finishing the installation of the curtain wall system.
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| CN202210587974.9A CN115492288A (en) | 2022-05-27 | 2022-05-27 | Connecting component of top-bottom load-bearing glass curtain wall system and mounting method |
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| CN202210587974.9A CN115492288A (en) | 2022-05-27 | 2022-05-27 | Connecting component of top-bottom load-bearing glass curtain wall system and mounting method |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0953289A (en) * | 1995-08-10 | 1997-02-25 | Ykk Architect Prod Kk | Device for bearing transom of curtain wall |
| CH693992A5 (en) * | 2000-03-14 | 2004-05-28 | Leuthold Metallbau Ag Geb | Glass facade for building has countersunk retaining screw fitting in nut in slide moving in holder rail mounting on building face frame |
| CN202611042U (en) * | 2012-05-14 | 2012-12-19 | 深圳市方大装饰工程有限公司 | Glass curtain wall fixing system convenient to install |
| CN207110157U (en) * | 2017-06-20 | 2018-03-16 | 深圳广田集团股份有限公司 | One kind tilts concealed frame glass curtain wall |
| KR102090470B1 (en) * | 2019-11-22 | 2020-03-18 | 조장정 | Curtain wall system |
| CN211421526U (en) * | 2019-12-10 | 2020-09-04 | 沈阳远大铝业工程有限公司 | But angle regulation's glass curtain wall connected system |
| CN212427517U (en) * | 2020-05-13 | 2021-01-29 | 上海天华崧易建筑设计有限公司 | Steel frame construction based on SMA knee brace |
| CN214833865U (en) * | 2020-12-04 | 2021-11-23 | 中建八局第二建设有限公司 | Inverted trapezoidal assembled sandwich mirror surface composite board curtain wall system |
-
2022
- 2022-05-27 CN CN202210587974.9A patent/CN115492288A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0953289A (en) * | 1995-08-10 | 1997-02-25 | Ykk Architect Prod Kk | Device for bearing transom of curtain wall |
| CH693992A5 (en) * | 2000-03-14 | 2004-05-28 | Leuthold Metallbau Ag Geb | Glass facade for building has countersunk retaining screw fitting in nut in slide moving in holder rail mounting on building face frame |
| CN202611042U (en) * | 2012-05-14 | 2012-12-19 | 深圳市方大装饰工程有限公司 | Glass curtain wall fixing system convenient to install |
| CN207110157U (en) * | 2017-06-20 | 2018-03-16 | 深圳广田集团股份有限公司 | One kind tilts concealed frame glass curtain wall |
| KR102090470B1 (en) * | 2019-11-22 | 2020-03-18 | 조장정 | Curtain wall system |
| CN211421526U (en) * | 2019-12-10 | 2020-09-04 | 沈阳远大铝业工程有限公司 | But angle regulation's glass curtain wall connected system |
| CN212427517U (en) * | 2020-05-13 | 2021-01-29 | 上海天华崧易建筑设计有限公司 | Steel frame construction based on SMA knee brace |
| CN214833865U (en) * | 2020-12-04 | 2021-11-23 | 中建八局第二建设有限公司 | Inverted trapezoidal assembled sandwich mirror surface composite board curtain wall system |
Non-Patent Citations (1)
| Title |
|---|
| 佟克龙;侯磊;: "组焊箱型钢柱玻璃幕墙设计施工技术及其应用", 山西建筑, no. 05 * |
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