CN2937284Y - Anti-vibration structure of building curtain wall - Google Patents

Anti-vibration structure of building curtain wall Download PDF

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Publication number
CN2937284Y
CN2937284Y CN 200620027128 CN200620027128U CN2937284Y CN 2937284 Y CN2937284 Y CN 2937284Y CN 200620027128 CN200620027128 CN 200620027128 CN 200620027128 U CN200620027128 U CN 200620027128U CN 2937284 Y CN2937284 Y CN 2937284Y
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China
Prior art keywords
curtain wall
crash roll
shock
bolt
steel
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Expired - Fee Related
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CN 200620027128
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Chinese (zh)
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王卫生
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Individual
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Individual
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Priority to CN 200620027128 priority Critical patent/CN2937284Y/en
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Publication of CN2937284Y publication Critical patent/CN2937284Y/en
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Abstract

The utility model relates to a shock-proof structure of the curtain wall of building; wherein a post 1 of the structure of the curtain wall is connected with the long side of an angle steel3 by a bolt2, the short side is connected with a structural steel member6 of the main structure5 by a bolt4, the two sides of the short end of the angle steel 3 penetrate the bolt 4 to be mounted with a rounded shock-proof cushion 7 at the joining, and the shock-proof cushion 7 is wrapped by a shell 13 of anti-firing red vitriol paper. Three semi-spherical blind holes 17 or square blind holes whose directions are away from each other by 120 degrees are provided on the two side surfaces of the shock-proof cushion 7, the blind holes 17 are staggered with each other, i.e. each blind hole is away from the other blind hole by 60 degrees. The utility model has the advantages that the structural members of the curtain wall and the main structure are integrated by the elastic shock-proof cushion to reduce the influence which is caused by the main structure on the structural members of the curtain wall during an earth-quake, the shock-proof performance is good, the structure is safe and reliable, the structure is simple, the shock-proof cushion 7 can be directly assembled without changing the original design, the production cost is low, the range of application is wide and the structure is suitable to be applied in a glass curtain wall or a stone curtain wall.

Description

The building curtain wall shockproof structure
Technical field:
The utility model relates to a kind of Building Curtain Wall Structures, particularly relates to a kind of building curtain wall shockproof structure.
Background technology:
As everyone knows, at present, the connected mode of the columns assemblies of curtain wall framework and body of wall agent structure is varied, as: directly be connected with pre-embedded steel slab or built-in groove on the agent structure with bolt by angle steel or channel-section steel with one side of the fixedly connected angle steel of columns assemblies, can also fuse two angle steel on columns assemblies both sides and be the π glyph framework, be connected with built-in groove on the agent structure with bolt again, above which kind of connected mode no matter, because all be rigidly connected, so curtain wall member and connector all can be subjected to strong dynamic action under geological process, be easy to destroy, this kind rigid structures is difficult to prevent or alleviates earthquake to the destruction of curtain wall or reduce damage.
Summary of the invention:
Main purpose of the present utility model is to overcome above deficiency and can reduces the building curtain wall shockproof structure that the curtain wall member is influenced by agent structure when a kind of earthquake is provided.
The technical scheme that its technical problem that solves the utility model adopts is: it is made up of column, crossbeam, angle steel, plate and the agent structure of curtain wall framework, it is characterized in that: the column 1 of curtain wall framework is connected with angle steel 3 long limits by bolt 2, its minor face is connected with steel construction piece 6 on the agent structure 5 with bolt 4, pass bolt 4 in the both sides of these junction angle steel 3 minor faces and be fixed with circular crash roll 7 respectively, the shell 13 of crash roll 7 outer bread one deck dichromate paper fire proofing materials.
The utility model can also adopt following technical measures:
Described steel construction piece 6 or built-in groove or pre-embedded steel slab or transition channel-section steel or transition angle steel;
Described circular crash roll 7 or square or rectangle;
The place, two sides of described crash roll 7 has three hemispherical blind holes 17 or the square blind hole that is in 120 ° respectively, and the blind hole 17 of its two sides is interlaced, and promptly each blind hole 17 is mutually 60 °.
Advantage and the good effect that the utlity model has are: curtain wall member and agent structure connect into integral body by the rubber-like crash roll, crash roll has prolonged the natural vibration period of building curtain wall, can reduce the horizontal earthquake action of structure, relative storey displacement and twisting action, thereby effectively prevent and alleviate the damaged condition of building curtain wall, improve building and personnel's earthquake safety, increased the function that the building continuation of shake back is used, the high temperature that splashes and produce when installing of electric welding spark when pad surface increase flameproof case is not afraid of other electric welding construction, safe and reliable, simple in structure, do not need to change former design crash roll can directly be installed, be convenient to construction, guarantee construction quality, cost is low.Applied range is applicable to curtain wall and stone curtain wall.
Description of drawings:
Fig. 1 is pre-embedded steel slab 6 syndeton schematic diagrames on angle steel 3 and the agent structure 5 on the columns assemblies 1.
Fig. 2 is pre-embedded steel slab 6 syndeton schematic diagrames on the termination of the angle steel 14 on the columns assemblies 1 and the agent structure 5.
Fig. 3 is built-in groove 11 syndeton schematic diagrames on the termination of the angle steel 3 on the columns assemblies 1 and the agent structure 5.
Fig. 4 is pre-embedded steel slab 12 syndeton schematic diagrames on angle steel 3 and the agent structure 5 on the columns assemblies 1.
Fig. 5 is built-in groove 11 syndeton schematic diagrames on π glyph framework on the columns assemblies 1 and the agent structure 5.
Fig. 6 is a borehole structure schematic diagram on the crash roll 7.
Fig. 7 is crash roll 7 upper aperture structural representations.
Fig. 8 is shell 13 structural representations.
Among Fig. 1-Fig. 8: 1. columns assemblies, 2. bolt, 3. angle steel, 4. bolt, 5. agent structure, 6. pre-embedded steel slab, 7. crash roll, 8. channel-section steel, 9. flat board, 10. channel-section steel, 11. built-in grooves, 12. pre-embedded steel slabs, 13. shell, 14. angle steel, 15. angle steel, 16. π glyph framework, 17. blind holes, 18. pads.
The specific embodiment:
For further understanding summary of the invention characteristics of the present utility model and effect following examples for example now, and conjunction with figs. is described in detail as follows, and sees also Fig. 1-Fig. 8.
Embodiment 1:
As shown in Figure 1: be fixed with pre-embedded steel slab 6 on the agent structure 5, channel-section steel 8 and pre-embedded steel slab 6 are by being welded to connect, the angle steel 3 that columns assemblies 1 usefulness bolt 2 is fixed, the both sides of its minor face are passed bolt 4 and are fixed with circular crash roll 7 respectively, crash roll 7 also can be done squarely or rectangle, be fixed with dull and stereotyped 9 at the first end of bolt, dull and stereotyped 9 contact with the crash roll 7 of a side, be used for increasing the contact area of bolt 4 place's pads 18, flat board 9 and crash roll 7 during bolton, the other end of bolt 4 is connected with channel-section steel 8, thereby columns assemblies 1 fuses with agent structure 5.This kind elastic connection structure can reduce horizontal earthquake action, relative storey displacement and the twisting action of curtain wall construction, thereby effectively prevents and alleviate the damaged condition of building curtain wall.As Fig. 6-shown in Figure 8: the shell 13 that appearance bread one deck of crash roll 7 is made with dichromate paper, its objective is in order to prevent that it is after installation, burn at other position also the crash roll 7 that rubber is made of the welding spark when continuing construction, or cross fire damage crash roll 7 because of electric welding.In addition, for the elasticity that increases crash roll 7 has three hemispherical blind holes 17 that are mutually 120 ° on the two sides of crash roll 7, the blind hole 17 on two sides intermeshes, one at promptly per 60 ° of angles, and this blind hole 17 also can be done squarely.Its advantage is: curtain wall member and agent structure 5 connect into integral body by rubber-like crash roll 7, and shockproof properties is good, and is safe and reliable, simple in structure, do not need to change former design crash roll 7 can directly be installed, and cost is low.Applied range is applicable to curtain wall and stone curtain wall.
Embodiment 2:
As shown in Figure 2: be fixed with pre-embedded steel slab 6 on the agent structure 5, channel-section steel 10 is welded on the pre-embedded steel slab 6, the angle steel 14 (being spliced) that columns assemblies 1 usefulness bolt 2 is fixed with steel plate, the both sides of its minor face are passed bolt 4 and are fixed with circular crash roll 7 respectively, crash roll 7 also can be done squarely or rectangle, be fixed with dull and stereotyped 9 at the first end of bolt, dull and stereotyped 9 contact with the crash roll 7 of a side, be used for increasing bolt 4 place's pads 18 during bolton, the contact area of flat board 9 and crash roll 7, the other end of bolt 4 is connected with channel-section steel 10, thereby columns assemblies 1 fuses with agent structure 5.This kind elastic connection structure can reduce horizontal earthquake action, relative storey displacement and the twisting action of curtain wall construction, thereby effectively prevents and alleviate the damaged condition of building curtain wall.As Fig. 6-shown in Figure 8: the shell 13 that appearance bread one deck of crash roll 7 is made with dichromate paper, its objective is in order to prevent that it is after installation, burn at other position also the crash roll 7 that rubber is made of the welding spark when continuing construction, or cross fire damage crash roll 7 because of electric welding.In addition, for the elasticity that increases crash roll 7 has three hemispherical blind holes 17 that are mutually 120 ° on the two sides of crash roll 7, the blind hole 17 on two sides intermeshes, one at promptly per 60 ° of angles, and this blind hole 17 also can be done squarely.Its advantage is: curtain wall member and agent structure 5 connect into integral body by rubber-like crash roll 7, and shockproof properties is good, and is safe and reliable, simple in structure, do not need to change former design crash roll 7 can directly be installed, cost is low, applied range is applicable to curtain wall and stone curtain wall.
Embodiment 3
As shown in Figure 3: be fixed with built-in groove 11 on the agent structure 5, the angle steel 3 that columns assemblies 1 usefulness bolt 2 is fixed, the both sides of its minor face are passed bolt 4 and are fixed with circular crash roll 7 respectively, crash roll 7 also can be done squarely or rectangle, be fixed with dull and stereotyped 9 at the first end of bolt, dull and stereotyped 9 contact with the crash roll 7 of a side, be used for increasing bolt 4 place's pads 18 during bolton, the contact area of flat board 9 and crash roll 7, this kind elastic connection structure can reduce the horizontal earthquake action of curtain wall construction, relative storey displacement and twisting action, thus effectively prevent and alleviate the damaged condition of building curtain wall.As Fig. 6-shown in Figure 8: the shell 13 that appearance bread one deck of crash roll 7 is made with dichromate paper, its objective is in order to prevent that it is after installation, burn at other position also the crash roll 7 that rubber is made of the welding spark when continuing construction, or cross fire damage crash roll 7 because of electric welding.In addition, for the elasticity that increases crash roll 7 has three hemispherical blind holes 17 that are mutually 120 ° on the two sides of crash roll 7, the blind hole 17 on two sides intermeshes, one at promptly per 60 ° of angles, and this blind hole 17 also can be done squarely.Its advantage is: curtain wall member and agent structure 5 connect into integral body by rubber-like crash roll 7, and shockproof properties is good, and is safe and reliable, simple in structure, do not need to change former design crash roll 7 can directly be installed, cost is low, applied range is applicable to curtain wall and stone curtain wall.
Embodiment 4:
As shown in Figure 4: be fixed with pre-embedded steel slab 12 on the agent structure 5, angle steel 15 is welded on the pre-embedded steel slab 12, the angle steel 3 that columns assemblies 1 usefulness bolt 2 is fixed, the both sides of its minor face are passed bolt 4 and are fixed with circular crash roll 7 respectively, crash roll 7 also can be done squarely or rectangle, be fixed with dull and stereotyped 9 at the first end of bolt, dull and stereotyped 9 contact with the crash roll 7 of a side, be used for increasing the contact area of bolt 4 place's pads 18, flat board 9 and crash roll 7 during bolton, the other end of bolt 4 is connected with angle steel 15, thereby columns assemblies 1 fuses with agent structure 5.This kind elastic connection structure can reduce horizontal earthquake action, relative storey displacement and the twisting action of curtain wall construction, thereby effectively prevents and alleviate the damaged condition of building curtain wall.As Fig. 6-shown in Figure 8: the shell 13 that appearance bread one deck of crash roll 7 is made with dichromate paper, its objective is in order to prevent that it is after installation, burn at other position also the crash roll 7 that rubber is made of the welding spark when continuing construction, or cross fire damage crash roll 7 because of electric welding.In addition, for the elasticity that increases crash roll 7 has three hemispherical blind holes 17 that are mutually 120 ° on the two sides of crash roll 7, the blind hole 17 on two sides intermeshes, one at promptly per 60 ° of angles, and this blind hole 17 also can be done squarely.Its advantage is: curtain wall member and agent structure 5 connect into integral body by rubber-like crash roll 7, and shockproof properties is good, and is safe and reliable, simple in structure, do not need to change former design crash roll 7 can directly be installed, cost is low, applied range is applicable to curtain wall and stone curtain wall.
Embodiment 5:
As shown in Figure 5: be fixed with built-in groove 11 on the agent structure 5, the π glyph framework that columns assemblies 1 usefulness bolt 2 is fixed, the both sides on its π glyph framework 16 tops are passed bolt 4 and are fixed with circular crash roll 7 respectively, crash roll 7 also can be done squarely or rectangle, be fixed with dull and stereotyped 9 at the first end of bolt, dull and stereotyped 9 contact with the crash roll 7 of a side, be used for increasing the contact area of bolt 4 place's pads 18, flat board 9 and crash roll 7 during bolton, the other end of bolt 4 is connected with built-in groove 11, thereby columns assemblies 1 fuses with agent structure 5.This kind elastic connection structure can reduce horizontal earthquake action, relative storey displacement and the twisting action of curtain wall construction, thereby effectively prevents and alleviate the damaged condition of building curtain wall.As Fig. 6-shown in Figure 8: the shell 13 that appearance bread one deck of crash roll 7 is made with dichromate paper, its objective is in order to prevent that it is after installation, burn at other position also the crash roll 7 that rubber is made of the welding spark when continuing construction, or cross fire damage crash roll 7 because of electric welding.In addition, for the elasticity that increases crash roll 7 has three hemispherical blind holes 17 that are mutually 120 ° on the two sides of crash roll 7, the blind hole 17 on two sides intermeshes, one at promptly per 60 ° of angles, and this blind hole 17 also can be done squarely.Its advantage is: curtain wall member and agent structure 5 connect into integral body by rubber-like crash roll 7, and shockproof properties is good, and is safe and reliable, simple in structure, do not need to change former design crash roll 7 can directly be installed, cost is low, applied range is applicable to curtain wall and stone curtain wall.

Claims (4)

1, a kind of building curtain wall shockproof structure, it is made up of column, crossbeam, angle steel, plate and the agent structure of curtain wall framework, it is characterized in that: the column of curtain wall framework (1) is connected by the long limit of bolt (2) and angle steel (3), its minor face is connected with steel construction piece (6) on the agent structure (5) with bolt (4), pass bolt (4) in the both sides of this junction angle steel (3) minor face and be fixed with circular crash roll (7) respectively, the shell (13) of the outer bread one deck of crash roll (7) dichromate paper fire proofing material.
2, building curtain wall shockproof structure according to claim 1 is characterized in that: described steel construction piece (6) or built-in groove or pre-embedded steel slab or transition channel-section steel or transition angle steel.
3, building curtain wall shockproof structure according to claim 1 is characterized in that: described circular crash roll (7) or square or rectangle.
4, building curtain wall shockproof structure according to claim 1, it is characterized in that: the place, two sides of described crash roll (7) has three hemispherical blind holes (17) or the square blind hole (17) that is in 120 ° respectively, the blind hole of its two sides is interlaced, and promptly each blind hole (17) is mutually 60 °.
CN 200620027128 2006-08-25 2006-08-25 Anti-vibration structure of building curtain wall Expired - Fee Related CN2937284Y (en)

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Application Number Priority Date Filing Date Title
CN 200620027128 CN2937284Y (en) 2006-08-25 2006-08-25 Anti-vibration structure of building curtain wall

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Application Number Priority Date Filing Date Title
CN 200620027128 CN2937284Y (en) 2006-08-25 2006-08-25 Anti-vibration structure of building curtain wall

Publications (1)

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CN2937284Y true CN2937284Y (en) 2007-08-22

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105256896A (en) * 2015-11-12 2016-01-20 建学建筑与工程设计所有限公司杭州分公司 Metal connecting piece for outer wallboard and main body structure
CN107893878A (en) * 2017-12-11 2018-04-10 西安中交土木科技有限公司 Pipe gallery subtracts shock insulation support
CN108385880A (en) * 2018-03-15 2018-08-10 上海科胜幕墙有限公司 A kind of energy-absorbing loss prevention bearing
WO2020052532A1 (en) * 2018-09-11 2020-03-19 鹰晹科技有限公司 Curtain wall glass fastening clamping member

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105256896A (en) * 2015-11-12 2016-01-20 建学建筑与工程设计所有限公司杭州分公司 Metal connecting piece for outer wallboard and main body structure
CN107893878A (en) * 2017-12-11 2018-04-10 西安中交土木科技有限公司 Pipe gallery subtracts shock insulation support
CN107893878B (en) * 2017-12-11 2024-07-12 西安中交土木科技有限公司 Shock-absorbing and isolating support for comprehensive pipe rack
CN108385880A (en) * 2018-03-15 2018-08-10 上海科胜幕墙有限公司 A kind of energy-absorbing loss prevention bearing
WO2020052532A1 (en) * 2018-09-11 2020-03-19 鹰晹科技有限公司 Curtain wall glass fastening clamping member

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20070822

Termination date: 20110825