CN113530044B - Beam assembly for inverted glass curtain wall - Google Patents
Beam assembly for inverted glass curtain wall Download PDFInfo
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- CN113530044B CN113530044B CN202110651398.5A CN202110651398A CN113530044B CN 113530044 B CN113530044 B CN 113530044B CN 202110651398 A CN202110651398 A CN 202110651398A CN 113530044 B CN113530044 B CN 113530044B
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- rod
- curtain wall
- main beam
- glass curtain
- screw rod
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- 239000011521 glass Substances 0.000 title claims abstract description 46
- 238000007906 compression Methods 0.000 claims abstract description 26
- 238000005452 bending Methods 0.000 claims abstract description 24
- 230000006835 compression Effects 0.000 claims abstract description 21
- 238000007789 sealing Methods 0.000 claims abstract description 6
- 230000001154 acute effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract description 14
- 238000009826 distribution Methods 0.000 abstract description 8
- 230000000712 assembly Effects 0.000 abstract description 2
- 238000000429 assembly Methods 0.000 abstract description 2
- 239000007787 solid Substances 0.000 description 8
- 238000003780 insertion Methods 0.000 description 6
- 230000037431 insertion Effects 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 3
- 235000017491 Bambusa tulda Nutrition 0.000 description 3
- 241001330002 Bambuseae Species 0.000 description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 3
- 239000011425 bamboo Substances 0.000 description 3
- 238000003825 pressing Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000002390 adhesive tape Substances 0.000 description 1
- 238000005267 amalgamation Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
Images
Classifications
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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
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
-
- 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
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
- E04B2/965—Connections of mullions and transoms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a beam assembly for an inverted glass curtain wall, which belongs to the field of curtain wall beam assemblies and comprises a glass curtain wall, wherein side fixing strips are arranged on two sides of the glass curtain wall, side fixing strips are arranged on the other two sides of the glass curtain wall, two ends of each side fixing strip are fixedly connected with a bending rod, the outer side of each bending rod is connected with a supporting structure in a sliding manner, a main beam structure is arranged at the top of the supporting structure, an auxiliary beam is arranged on one side of the main beam structure, a supporting auxiliary rod is arranged on one side of the main beam structure, the supporting structure comprises a connecting screw rod, a fixed cylinder, a force distribution plate, a supporting inclined rod, a cylindrical rod, a side support and a square hole, the outer side of each bending rod is connected with the fixed cylinder in a sliding manner, and the middle of the fixed cylinder is connected with the connecting screw rod in a threaded manner. The invention can improve the whole sealing performance, improve the whole compression-resistant structure and the supporting structure, simplify the installation steps and the number of installation components and improve the installation speed.
Description
Technical Field
The invention relates to the field of curtain wall beam assemblies, in particular to a beam assembly for an inverted glass curtain wall.
Background
The glass curtain wall is a building outer protective structure or decorative structure which has a certain displacement capacity relative to the main structure by a supporting structure system and does not bear the action of the main structure. The wall body has two types of single-layer glass and double-layer glass. The glass curtain wall is a beautiful and novel building wall decoration method and is a remarkable characteristic of modern high-rise building times. The point supporting glass curtain wall consists of glass panel, point supporting unit and supporting structure. The supporting structure of the inverted glass curtain wall comprises a glass rib support, a single section steel or steel pipe support, a truss support and a tension rod cable system supporting structure, and when the glass curtain wall is fixedly installed, screws need to penetrate through reserved glass holes to be installed, so that vacant positions are not easy to align, meanwhile, the glass curtain wall is long in service time, and is easy to crack due to light irradiation, the sealing performance is reduced, and the situation of rain leakage is caused.
Disclosure of Invention
1. Technical problem to be solved
Aiming at the problems in the prior art, the invention aims to provide a beam assembly for an inverted glass curtain wall, which can reduce the possibility of cracks of the glass curtain wall, improve the overall sealing property, improve the overall compression-resistant structure and support structure, simplify the installation steps and the number of installation components, and improve the installation speed.
2. Technical scheme
In order to solve the above problems, the present invention adopts the following technical solutions.
A crossbeam assembly for an inverted glass curtain wall comprises the glass curtain wall, wherein side fixing strips are arranged on two sides of the glass curtain wall, side fixing strips are arranged on the other two sides of the glass curtain wall, two ends of each side fixing strip are fixedly connected with a bending rod, a supporting structure is connected to the outer side of each bending rod in a sliding manner, a main beam structure is arranged at the top of each supporting structure, an auxiliary beam is arranged on one side of each main beam structure, and a supporting auxiliary rod is arranged on one side of each main beam structure;
the supporting structure comprises a connecting screw rod, a fixed cylinder, a force distribution plate, a supporting inclined rod, a cylindrical rod, a side support, a suction rubber mat and a square hole, wherein the outer side of the bending rod is connected with the fixed cylinder in a sliding mode, the middle position of the fixed cylinder is connected with the connecting screw rod in a threaded mode, the force distribution plate is fixedly connected to the two sides of the top of the fixed cylinder, and the supporting inclined rod is hinged to the top of the force distribution plate.
Furthermore, the ends of the two sides of the main beam structure are both connected with auxiliary beams, the upper surface of each auxiliary beam is provided with an engagement groove, the surfaces of the two sides of each auxiliary beam are provided with connecting rod holes, the inner side of each engagement groove is provided with an insertion block, the insertion block is matched with the shape structure size of the engagement groove, the ends of the insertion blocks are fixedly connected with fixing plates, and the upper surfaces of the auxiliary beams and the fixing plates are both provided with threaded holes.
Further, the girder structure includes main beam, anti-pressing block, arc groove screw rod, shear force folding rod, screw hole, fixed spiral shell groove, amalgamation groove, the top of connecting screw rod is provided with the main beam, the both sides of main beam all are provided with anti-pressing block, the equal threaded connection in both sides of anti-pressing block has the support auxiliary rod, the terminal side fixedly connected with arc groove screw rod of main beam, arc groove screw rod and connecting rod hole threaded connection.
Furthermore, the shear folding rod is fixedly connected to the middle of the main cross beam, the shear folding rod is symmetrical about a horizontal central line, the anti-compression blocks are symmetrical about a vertical central line and are provided with two groups, screw holes are formed in the tail ends of the two sides of the main cross beam and are in threaded connection with arc groove screws, splicing grooves are formed in the inner side face of the main cross beam, fixed screw grooves are formed in the upper surfaces of the two ends of the main cross beam, the fixed screw grooves penetrate through the main cross beam and penetrate through the anti-compression blocks, and the fixed screw grooves are connected with the anti-compression blocks through screws.
Furthermore, the supporting inclined rod is sleeved on the connecting screw rod, the connecting screw rod penetrates through the bottom surface of the supporting inclined rod, the outer side of the cylindrical rod is fixedly connected with a side support, and the tail end of the bottom side of the cylindrical rod is fixedly connected with a suction rubber pad.
Furthermore, round holes are formed in the two ends of the bending rod, square holes are formed in the side face of the fixed cylinder, the other end of the bending rod is connected with the square holes in an inserting mode, the connecting screw penetrates through the round holes and penetrates through the bottom end of the fixed cylinder, and the inner side of the bottom end of the side fixing strip is matched with the edge of the side fixing strip.
Further, an arc-shaped wedge groove is formed in the upper surface of the side fixing strip, the arc-shaped wedge groove is matched with the bottom of the fixing cylinder, a fixed rod screw hole used for being connected with the connecting screw rod is formed in the bottom surface of the inner side of the arc-shaped wedge groove, and sealing rubber strips are fixedly connected to the left side and the right side of the side fixing strip.
Further, the upper and lower both sides of anti-briquetting all bulge to extend to the outside, the bracing piece hole has been seted up to the side of anti-briquetting, support auxiliary rod and bracing piece hole threaded connection, the anti-briquetting rear side is reduced gradually by a lateral opposite side thickness, main beam both ends department forms the slope surface by the outside to the inboard to agree with mutually through slope surface and resistance to compression piece terminal surface, the shear force folding rod wholly has the corner change of four places, and two bending angle are the acute angle, and two other bending angle are the obtuse angle simultaneously.
3. Advantageous effects
Compared with the prior art, the invention has the advantages that:
(1) This scheme, the sealed adhesive tape through the fixed suction cushion of side limit support and side solid strip side is fixed glass curtain wall from the mode that both sides edge was steps up through the screw thread respectively for the installation need not to punch the operation, gets into and reduces glass curtain wall and because of punching or hole site adjustment, prevents that the cracked condition of glass curtain wall from producing.
(2) This scheme, through the shear force folding rod on anti-compression block and the main beam, let the anti-compression block through the pressure that bears bearing structure, alleviate the load that the roof beam body received, through the shear force folding rod simultaneously, make it can be similar to bear the shearing force that the middle part applyed to both sides with the inside muscle of playing of concrete beam, and then promote holistic bending resistance.
(3) This scheme, through the mode of many structures of screw thread simultaneous fixation, reduce holistic installation degree of difficulty and installation procedure, and then shorten whole required installation time, during the installation, through the associativity between the structure installation, simplify the required fixed subassembly of installation, reduce whole required cost.
(4) This scheme can guarantee through this structure that the contact gap department of being convenient for has better sealed effect, makes its use under the condition of sleet weather, also can have better water-proof effects.
Drawings
FIG. 1 is a schematic view of the modular mounting arrangement of the present invention;
FIG. 2 is a schematic front perspective view of the present invention;
FIG. 3 is a schematic view of the glass curtain wall construction of the present invention;
FIG. 4 is a schematic view of a support structure of the present invention;
FIG. 5 is a schematic view of the main beam structure of the present invention;
FIG. 6 is a schematic view of the compression block of the present invention;
FIG. 7 is a schematic view of the structure of the arc wedge groove of the present invention;
FIG. 8 is a schematic structural view of a joint strip of the present invention;
fig. 9 is a schematic view of a fixing plate connection structure according to the present invention.
The numbering in the figures illustrates:
1. a secondary beam; 2. a fitting groove; 3. a connecting rod hole; 4. a fixing plate; 5. inserting a block; 6. a main cross beam; 7. a support sub-rod; 8. connecting a screw rod; 9. a fixed cylinder; 10. fixing the side edges; 11. a bending rod; 12. Laterally fixing the strips; 13. a glass curtain wall; 14. a force-dividing plate; 15. supporting the diagonal rods; 16. a cylindrical rod; 17. a side temple; 18. a suction rubber pad; 19. anti-briquetting; 20. an arc groove screw; 21. a strut aperture; 22. a shear folding bar; 23. a screw hole; 24. fixing the screw groove; 25. a splicing groove; 26. an arc wedge groove; 27. a fixed rod screw hole; 28. a square hole; 29. and sealing rubber strips.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention; it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and all other embodiments obtained by those skilled in the art without any inventive work are within the scope of the present invention.
Referring to fig. 1-9, a beam assembly for an inverted glass curtain wall includes a glass curtain wall 13, and is characterized in that: two sides of a glass curtain wall 13 are provided with side fixing strips 10, the other two sides of the glass curtain wall 13 are provided with side fixing strips 12, two ends of each side fixing strip 12 are fixedly connected with a bending rod 11, the outer side of each bending rod 11 is connected with a supporting structure 30 in a sliding manner, the top of each supporting structure 30 is provided with a main beam structure 31, one side of each main beam structure 31 is provided with an auxiliary beam 1, and one side of each main beam structure 31 is provided with a supporting auxiliary rod 7;
the supporting structure 30 comprises a connecting screw rod 8, a fixed cylinder 9, a force distribution plate 14, a supporting inclined rod 15, a cylindrical rod 16, a side support 17, a suction rubber mat 18 and a square hole 28, the outer side of the bending rod 11 is slidably connected with the fixed cylinder 9, the middle position of the fixed cylinder 9 is in threaded connection with the connecting screw rod 8, the force distribution plate 14 is fixedly connected to two sides of the top of the fixed cylinder 9, and the top of the force distribution plate 14 is hinged with the supporting inclined rod 15.
Referring to fig. 2, girder structure 31's both sides end all is connected with auxiliary girder 1, agree with groove 2 has all been seted up to auxiliary girder 1's upper surface, connecting rod hole 3 has all been seted up on auxiliary girder 1's both sides surface, the inboard of agreeing with groove 2 is provided with insertion block 5, insertion block 5 is identical with the overall structure size who agrees with groove 2, insertion block 5's terminal fixedly connected with fixed plate 4, threaded hole has all been seted up with fixed plate 4 upper surface to auxiliary girder 1 upper surface, the threaded hole is used for passing through two adjacent auxiliary girder 1 fixed connection of bolt, block through piece and pole, prevent promptly that the pole from rotating, avoid the pole to extract again, better connection stability has.
Referring to fig. 5, the main beam structure 31 includes a main beam 6, a compression block 19, an arc groove screw 20, a shear folding rod 22, a screw hole 23, a fixed screw groove 24, and a splicing groove 25, the top end of the connecting screw 8 is provided with the main beam 6, both sides of the main beam 6 are provided with compression resistant blocks 19, both sides of the compression resistant blocks 19 are in threaded connection with supporting auxiliary rods 7, the end side of the main beam 6 is fixedly connected with the arc groove screw 20, and the arc groove screw 20 is in threaded connection with the connecting rod hole 3.
Referring to fig. 6, a shear folding rod 22 is fixedly connected to the middle of a main cross beam 6, the shear folding rod 22 is symmetrical about a horizontal central line, compression blocks 19 are symmetrical about a vertical central line, and two sets of shear folding rods are provided, screw holes 23 are formed in the ends of two sides of the main cross beam 6, the screw holes 23 are in threaded connection with arc groove screws 20, splicing grooves 25 are formed in the inner side surface of the main cross beam 6, fixed screw grooves 24 are formed in the upper surfaces of two ends of the main cross beam 6, the fixed screw grooves 24 penetrate through the main cross beam 6 and penetrate through the compression blocks 19, and the fixed screw grooves 24 are connected with the compression blocks 19 through screws to serve as a mounting connection mode of a main support compression structure.
Referring to fig. 4, the supporting diagonal rod 15 is sleeved on the connecting screw rod 8, the connecting screw rod 8 penetrates through the bottom surface of the supporting diagonal rod 15, the outer side of the cylindrical rod 16 is fixedly connected with a side edge support 17, the bottom end of the cylindrical rod 16 is fixedly connected with a suction rubber pad 18, four corners of the glass curtain wall are fixed through the side edge support 17 and the suction rubber pad 18, and unnecessary troubles are eliminated due to punching of screw fixation.
Referring to fig. 3, the round hole has all been seted up at the both ends of pole 11 of buckling, quad slit 28 has been seted up to the side of a fixed section of thick bamboo 9, the other end and the quad slit 28 of pole 11 of buckling are inserted and are closed and are connected, connecting screw 8 passes the round hole and runs through in a fixed section of thick bamboo 9 bottom, the solid strip 12 bottom inboard of side agrees with the solid strip 10 edge of side admittedly, fix through pole 11 of buckling and incline solid strip 10 and the solid strip 12 of side admittedly, owing to fix through connecing screw 8, save the part of whole required connection, guarantee the steadiness of connecting simultaneously.
Referring to fig. 7, arc contract with groove 26 has been seted up to the upper surface of the solid strip 10 of side, arc contract with groove 26 and the bottom of solid section of thick bamboo 9 and agree with mutually, the inboard bottom surface that the arc contracts with groove 26 is offered and is used for the dead lever screw 27 that links to each other with connecting screw 8, the equal fixedly connected with joint strip 29 in both sides about the solid strip 10 of side, let joint strip 29 when contacting with both sides face through the extruded mode, receive the effect of extrusion power to produce deformation and fill the gap, reach sealed effect.
Referring to fig. 8, the upper and lower both sides of resistance to compression piece 19 are all protruding to extend to the outside, bracing piece hole 21 has been seted up to resistance to compression piece 19's side, support sublibrate 7 and bracing piece hole 21 threaded connection, resistance to compression piece 19 rear side is reduced by a side to opposite side thickness gradually, 6 both ends department of main beam is by outside inboard slope surface that forms, and agree with resistance to compression piece 19 terminal surface mutually through slope surface, shear force folding rod 22 wholly has corner change everywhere, and two bending angle are the acute angle, two other bending angle are the obtuse angle simultaneously, the position of setting up through the centre bears the bearing structure of shearing force as the girder is whole, promote the required cross sectional dimension of whole girder and reduce.
When in use: during installation, the side fixing strips 10 and the side fixing strips 12 are connected with the glass curtain wall 13, then the fixed cylinder 9 is matched with the arc matching grooves 26, the other end of the bending rod 11 is inserted into the square hole 28 of the fixed cylinder 9, then the connecting screw 8 penetrates through the supporting inclined rod 15 and the fixed cylinder 9, when the connecting screw 8 penetrates through the fixed cylinder 9, the connecting screw 8 penetrates through the round hole in the bending rod 11 and is fixed with the fixed rod screw hole 27, then the glass curtain wall is placed into the glass curtain wall 13, then the cylindrical rod 16 at the bottom side of the force distribution plate 14 is attached to the glass curtain wall through the suction rubber pad 18, fixing is completed, finally the lower half part of the main beam 6 is sleeved on the connecting screw 8, the connecting screw 8 continuously rotates, the connecting screw 8 gradually rotates and extends to the inner side of the pressure resistance block 19, the main beam 6 is not sealed and buckled above the pressure resistance block 19 and is fixed through the fixed screw groove 24, the arc groove screw 20 is fixed at the screw hole 23, the other end is inserted into the connecting rod hole 3 in the auxiliary beam 1, the inserting block 5 of the fixing plate 4 is inserted into the arc groove 2, and the fixing plate 4 can be fixed screw.
The foregoing is only a preferred embodiment of the present invention; the scope of the invention is not limited thereto. Any person skilled in the art should also be able to cover the technical scope of the present invention by the equivalent or modified embodiments and the modified concepts of the present invention.
Claims (5)
1. A crossbeam subassembly that inversion formula glass curtain wall was used, includes glass curtain wall (13), its characterized in that: two sides of the glass curtain wall (13) are provided with side fixing strips (10), the other two sides of the glass curtain wall (13) are provided with side fixing strips (12), two ends of each side fixing strip (12) are fixedly connected with a bending rod (11), the outer side of each bending rod (11) is connected with a supporting structure (30) in a sliding manner, the top of each supporting structure (30) is provided with a main beam structure (31), one side of each main beam structure (31) is provided with an auxiliary beam (1), and one side of each main beam structure (31) is provided with a supporting auxiliary rod (7);
the supporting structure (30) comprises a connecting screw rod (8), a fixed cylinder (9), a force dividing plate (14), a supporting inclined rod (15), a cylindrical rod (16), a side support (17), a suction rubber pad (18) and a square hole (28), the outer side of the bending rod (11) is connected with the fixed cylinder (9) in a sliding mode, the connecting screw rod (8) is connected to the middle position of the fixed cylinder (9) in a threaded mode, the force dividing plate (14) is fixedly connected to two sides of the top of the fixed cylinder (9), and the supporting inclined rod (15) is hinged to the top of the force dividing plate (14);
the main beam structure (31) comprises a main beam (6), a compression block (19), an arc groove screw rod (20), a shear folding rod (22), a screw rod hole (23), a fixed screw groove (24) and a splicing groove (25), wherein the top end of the connecting screw rod (8) is provided with the main beam (6), compression resistant blocks (19) are arranged on both sides of the main beam (6), support auxiliary rods (7) are in threaded connection with both sides of the compression resistant blocks (19), the arc groove screw rod (20) is fixedly connected with the tail end side of the main beam (6), the arc groove screw rod (20) is in threaded connection with the connecting rod hole (3), the shear folding rod (22) is fixedly connected with the middle position of the main beam (6), the shear folding rod (22) is symmetrical about a transverse central line, the compression resistant blocks (19) are symmetrical about a vertical central line and are provided with two groups, the screw rod holes (23) are arranged at the tail ends of both sides of the main beam (6), the screw rod holes (23) are in threaded connection with the arc groove screw rod (20), the splicing groove (25) is arranged on the inner side surface of the main beam (6), the main beam (24) penetrates through the fixed screw groove screw rod (24) and the compression resistant blocks (24) and are connected with the main beam (6), the utility model discloses a shear force folding rod, including anti-briquetting (19), bracing piece hole (21), bracing auxiliary rod (7) and bracing piece hole (21) threaded connection, anti-briquetting (19) rear side reduces by a lateral opposite side thickness gradually, main beam (6) both ends department forms the slope surface by the outside to inboard to agree with mutually through slope surface and resistance to compression piece (19) terminal surface, shear force folding rod (22) are whole to have the corner change of four places, and the angle of buckling of two places is the acute angle, and the angle of buckling of two other places is the obtuse angle simultaneously.
2. The cross beam assembly for an inverted glass curtain wall as claimed in claim 1, wherein: the utility model discloses a girder construction, including girder structure (31), auxiliary girder (1), conjunction groove (2) have all been seted up to the both sides end of main girder structure (31), connecting rod hole (3) have all been seted up on the both sides surface of auxiliary girder (1), the inboard that agrees with conjunction groove (2) is provided with inserts and closes piece (5), insert and close piece (5) and agree with the overall structure size in groove (2) identical, the terminal fixedly connected with fixed plate (4) of inserting and close piece (5), auxiliary girder (1) upper surface with threaded hole has all been seted up to fixed plate (4) upper surface.
3. The beam assembly for an inverted glass curtain wall as claimed in claim 1, wherein: the supporting inclined rod (15) is sleeved on the connecting screw rod (8), the connecting screw rod (8) penetrates through the bottom surface of the supporting inclined rod (15), the outer side of the cylindrical rod (16) is fixedly connected with a side support (17), and the tail end of the bottom side of the cylindrical rod (16) is fixedly connected with a suction rubber pad (18).
4. The cross beam assembly for an inverted glass curtain wall as claimed in claim 1, wherein: round holes are formed in the two ends of the bending rod (11), square holes (28) are formed in the side face of the fixed cylinder (9), the other end of the bending rod (11) is connected with the square holes (28) in an inserting mode, the connecting screw rod (8) penetrates through the round holes and penetrates through the bottom end of the fixed cylinder (9), and the inner side of the bottom end of the side fixing strip (12) is matched with the edge of the side fixing strip (10).
5. The beam assembly for an inverted glass curtain wall as claimed in claim 4, wherein: the upper surface of the side fixing strip (10) is provided with an arc-shaped conjunction groove (26), the arc-shaped conjunction groove (26) is matched with the bottom of the fixed cylinder (9), the inner bottom surface of the arc-shaped conjunction groove (26) is provided with a fixed rod screw hole (27) used for being connected with the connecting screw rod (8), and sealing rubber strips (29) are fixedly connected to the left side and the right side of the side fixing strip (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110651398.5A CN113530044B (en) | 2021-06-10 | 2021-06-10 | Beam assembly for inverted glass curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110651398.5A CN113530044B (en) | 2021-06-10 | 2021-06-10 | Beam assembly for inverted glass curtain wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113530044A CN113530044A (en) | 2021-10-22 |
| CN113530044B true CN113530044B (en) | 2023-04-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202110651398.5A Active CN113530044B (en) | 2021-06-10 | 2021-06-10 | Beam assembly for inverted glass curtain wall |
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Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102888922B (en) * | 2012-09-26 | 2014-03-12 | 苏州金螳螂幕墙有限公司 | Cross beam component for inverted glass curtain wall |
| CN206844423U (en) * | 2017-04-24 | 2018-01-05 | 天津旺辉建筑设计咨询股份有限公司 | Glass curtain wall attachment structure positioner optimizes structure |
| CN209538473U (en) * | 2018-12-21 | 2019-10-25 | 广东创高幕墙门窗工程有限公司 | It is a kind of convenient for fixed curtain wall |
| CN210827995U (en) * | 2019-09-23 | 2020-06-23 | 桑浩博 | Novel glass curtain wall is fixed device |
| CN211421531U (en) * | 2019-12-19 | 2020-09-04 | 福建宏达辉建筑工程有限公司 | Exempt from glass curtain wall mounting structure that punches |
| CN212200926U (en) * | 2020-04-17 | 2020-12-22 | 帅运刚 | Mounting and fixing structure of glass curtain wall |
| CN213014906U (en) * | 2020-07-23 | 2021-04-20 | 中津华海建设工程有限公司 | Mounting structure of hidden frame curtain wall |
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2021
- 2021-06-10 CN CN202110651398.5A patent/CN113530044B/en active Active
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| CN113530044A (en) | 2021-10-22 |
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