CN207905200U - A kind of component type curtain wall system - Google Patents
A kind of component type curtain wall system Download PDFInfo
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- CN207905200U CN207905200U CN201820137869.4U CN201820137869U CN207905200U CN 207905200 U CN207905200 U CN 207905200U CN 201820137869 U CN201820137869 U CN 201820137869U CN 207905200 U CN207905200 U CN 207905200U
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Abstract
The utility model discloses a kind of component type curtain wall system, which includes steel column, crossbeam, panel, and the steel column is connected with crossbeam, forms the keel structure of component type curtain wall system；The panel is mounted on the outdoor face of keel structure with screw；The steel column includes 1 rectangular steel pipe column, 1 Steel Cantilever short beam, 2 pieces of limiting plates, 1 rectangular tube lock pin, and the steel pipe post, Steel Cantilever short beam are by being welded to connect；The limiting plate, the welding of Steel Cantilever short beam are integral, there is bolt hole on the limiting plate, pass through the bolt hole, the limiting plate is fixed on major structure of construction with rear plant anchor bolt, the rectangular tube lock pin, which is inserted into the steel pipe post, is not less than 50mm, then outer diameter 1 4mm smaller than the internal diameter of rectangular steel pipe column of integral, described rectangular tube lock pin is welded.The safety coefficient of curtain wall construction can be improved by the system, reduce process and workload, reduce the risk of construction safety.
Description
Technical field
The utility model is related to building curtain wall technical fields, and in particular to a kind of component type curtain wall system of steel joist.
Background technology
With going deep into for reform and opening-up, the in-depth of construction market, main coat one of of the curtain wall as building, especially structure
Part formula curtain wall cost performance highest, application are very extensive.Traditional component type curtain wall system is by post-install, cantilever channel steel short beam, vertical
Column（Steel or aluminium section bar）, crossbeam（Steel or aluminium section bar）, panel composition, connection relation be two cantilever steel channel beams it is back-to-back, one
Column is clamped at end, is connected with, and the other end is welded with post-install, the concrete beam side of post-install and major structure of construction
Anchor bolts are planted after in face；Crossbeam and column weld or corner brace screw is connect, the two in one plane, panel corner brace spiral shell
Nail is fixed on the outdoor face of column, crossbeam.Connection between traditional component type curtain wall system and agent structure is mainly by rear plant
Anchor bolt（Such as：Chemical anchor bolts, expansion anchor）Shearing resistance and resistance to plucking are carried out, the extraction-resistant behavior for the anchor bolt then planted is weaker, often
Quantity or the anchorage depth of anchor bolt are planted after can only increasing to reinforce extraction-resistant behavior, otherwise there is curtain wall construction security risk.Furthermore structure
The installation of part formula curtain wall is to face the outdoor overhead operation on side, and process is more, and workload is big, to which construction safety risk is larger.
Utility model content
The purpose of this utility model is to be the provision of a kind of component type curtain wall system, after solving plant anchor bolt resistance to plucking it is weak,
The problem that outdoor overhead operation amount is big, construction safety risk is big.Simple in structure, easy to use, this system improves force way,
Anchor bolt is planted afterwards only to be sheared, and not by pulling capacity, substantially increases the stress performance of curtain wall construction.
In order to solve the above-mentioned technical problem, the utility model takes following technical scheme：
A kind of component type curtain wall system, including steel column, crossbeam, panel, it is characterised in that：The steel column, crossbeam
By welding or bushing connection, the keel structure of component type curtain wall system, the steel column and crossbeam are formed same flat
On face；The panel is mounted on the outdoor of keel structure with screw, plays the role of decoration, goes along with sb. to guard him.
The steel column includes a rectangular steel pipe column, a Steel Cantilever short beam, two pieces of limiting plates, a rectangular tube
Lock pin.
The steel pipe post, Steel Cantilever short beam are by being welded to connect.
The steel pipe post plays connection panel, undertakes load（Including dead load, wind load and earthquake load etc.）Work
With.The steel pipe post is by the weld seam at connecting node by internal force（Shearing, moment of flexure）It is transmitted to Steel Cantilever short beam, described is outstanding
Internal force is transmitted to major structure of construction by arm steel short beam again, and the Steel Cantilever short beam plays transmission internal force, supported steel pipe post
Effect.
The limiting plate, the welding of Steel Cantilever short beam are integral, have bolt hole on the limiting plate, by bolt hole,
Limiting plate is fixed on major structure of construction with rear plant anchor bolt, the rectangular tube lock pin, which is inserted into steel pipe post, to be not less than
Then 50mm is welded integral.
The outer diameter 1-4mm smaller than the internal diameter of rectangular steel pipe column of the rectangular tube lock pin ensures the smooth grafting of the two.
The rectangular tube lock pin plays the role of casing, ensures that the rectangular steel pipe column on upper layer is realized vertically slidably, and horizontal
To constraint, i.e. Slidable support of lower layer's rectangular tube lock pin as upper layer rectangular steel pipe column.
Preferably, the crossbeam can be rectangular steel pipe or aluminium section bar.
Preferably, the panel is one kind in glass panel, aluminium sheet or stone plate.
This operation can be completed in factory or ground, and welding quality is secure, and the bearing capacity of weld seam is very big so that carries
The safety of the steel column of stretcher greatly enhances.
A kind of installation method of component type curtain wall system, step are：
（1）The steel column with stretcher is shelved on to the design position of major structure of construction reinforced beam
It sets, is then limited with the rear plant anchor bolt.
（2）The lower end grafting of rectangular steel pipe column is entered in rectangular tube lock pin, the rectangular steel pipe column and rectangular tube
There are the clear spacing of 20mm or 25mm between lock pin, this spacing is blocked with the building weather proofing sealant, has both been realized slidable
Socket, and can guarantee the seal inside rectangular steel pipe column, play antisepsis.
（3）The crossbeam is mounted on the steel column with stretcher, mounting height is by the panel
Depending on lattice design, by being welded to connect between the crossbeam and steel column with stretcher.
（4）The applications such as anti-corrosion, decorative appearance processing is carried out to the surface of component type curtain wall system keel structure.
So far, construction worker can face side and completes all operations indoors, be operated in outdoor hanging basket without station, significantly
Reduce the risk of construction safety.
（5）After the completion of application processing, you can in the curtain skeleton system that the steel column and the crossbeam form
Panel is installed in outdoor face with screw, this step needs the construction worker of indoor and outdoor to cooperate.
By above-mentioned technical measures, the steel column is in " 7 " character form structure, improves the stress side of conventional curtain wall structure
Formula, rear anchor bolt of planting only are sheared, and not by pulling capacity, improve the stress performance of curtain wall construction, anchor bolt is planted after solving by pulling capacity
Unsafe problem, ground or factorial praluction steel member, quality is more secure, meanwhile, outdoor overhead operation amount is reduced, is reduced
Construction safety risk.
Compared with prior art, it the advantages of the utility model and has the beneficial effect that：
（1）A kind of component type curtain wall system provided by the utility model, the anchor bolt planted afterwards do not have to resistance to plucking, only play limit and make
With；
（2）Stretcher in steel column with stretcher transmits moment of flexure, shearing and axis with rectangular steel pipe weld seam
Power improves the safety coefficient of curtain wall construction；
（3）The outdoor overhead operation amount of half is transferred to interior, and reduces process and workload, reduces construction safety
Risk.
Description of the drawings
Fig. 1 is a kind of floor map of component type curtain wall system node；
Fig. 2 is a kind of diagrammatic cross-section in the faces component type curtain wall system node A-A.
Wherein, 1 is the steel column with stretcher；2 be rectangular steel pipe column；3 be Steel Cantilever short beam；4 be limiting plate；
5 be after plant anchor bolt；6 be crossbeam；7 be steel lock pin；8 be panel；9 be major structure of construction（By taking reinforced concrete structure as an example）；
10 be building weather proofing sealant.
Specific implementation mode
Specific embodiment of the present utility model is described in detail below in conjunction with attached drawing.It should be understood that herein
Described specific implementation mode is only used for describing and explaining the present invention, and is not intended to limit the utility model.
A kind of component type curtain wall system includes the steel column 1 with stretcher, crossbeam 6, panel 8, the steel column
1 and crossbeam 6, it is connected by welding or bushing, forms the keel structure of component type curtain wall system, play the role of carrying.The two
In the same plane.The panel 8 screw is mounted on the outdoor face for the keel structure that steel column 1 and crossbeam 6 form, and rises
To the effect decorated, gone along with sb. to guard him.The steel column 1 with stretcher described in 1 includes that 2, one, a rectangular steel pipe column is outstanding
3, two pieces of the arm steel short beam rectangular tube lock pin 7 of limiting plate 4, one, this is by being welded to connect.
For the steel pipe post 2 and Steel Cantilever short beam 3 by being welded to connect, the steel pipe post 2 plays connection panel
8, undertake load（Including dead load, wind load and earthquake load etc.）Effect.
The steel pipe post 2 is by the weld seam at connecting node by internal force（Shearing, moment of flexure）It is transmitted to Steel Cantilever short beam 3,
Internal force is transmitted to major structure of construction 9 by the Steel Cantilever short beam 3 again, and the Steel Cantilever short beam 3 plays transmission internal force, bearing
Play steel pipe post 2.
The limiting plate 4, which is welded with Steel Cantilever short beam 3 on integral, described limiting plate 4, bolt hole, passes through bolt
Limiting plate 4 is fixed on major structure of construction 9 by hole with the rear plant anchor bolt 5（By taking reinforced concrete structure as an example）, described
Limiting plate 4 plays the role of ensureing that Steel Cantilever short beam 3 and steel pipe post 2 do not move.
The rectangular tube lock pin 7, which is inserted into steel pipe post 2, is not less than 50mm, then welds integral, described rectangle
The outer diameter of pipe lock pin 7 is smaller 1mm than the internal diameter of rectangular steel pipe column 2 or 2mm or 4mm, the smooth grafting both ensured.Rectangular tube is inserted
Core 7 plays the role of casing, ensure the rectangular steel pipe column 2 on upper layer realize it is vertical slidably with horizontal direction constrain, i.e., under
Slidable support of the layer rectangular tube lock pin 7 as upper layer rectangular steel pipe column 2.
This operation can be completed in factory or ground, and welding quality is secure, and the bearing capacity of weld seam is very big so that carries
The safety of the steel column 1 of stretcher greatly enhances.
A kind of installation method of component type curtain wall system, step are：
（1）By the design for being shelved on 9 reinforced beam of major structure of construction with the steel column 1 of stretcher
On position, then limited with the rear plant anchor bolt 5.
（2）The lower end grafting of rectangular steel pipe column 2 is entered in rectangular tube lock pin 7, the rectangular steel pipe column 2 and rectangle
There are the clear spacing of 20mm or 25mm between pipe lock pin 7, this spacing is blocked with the building weather proofing sealant 10, and both having realized can slide
Dynamic socket, and can guarantee the seal inside rectangular steel pipe column 2, play antisepsis.
（3）The crossbeam 6 is mounted on the steel column 1 with stretcher, mounting height is by the panel 8
Lattice design depending on, by being welded to connect between the crossbeam 6 and steel column 1 with stretcher.
（4）The applications such as anti-corrosion, decorative appearance processing is carried out to the surface of component type curtain wall system keel structure.
So far, construction worker can face side and completes all operations indoors, be operated in outdoor hanging basket without station, significantly
Reduce the risk of construction safety.
（5）After the completion of application processing, you can in the outdoor for the curtain skeleton system that the steel column 1 and crossbeam 6 form
Panel 8 is installed in face with screw, this step needs the construction worker of indoor and outdoor to cooperate.
A kind of component type curtain wall system described in the utility model, the anchor bolt 5 planted afterwards do not have to resistance to plucking, only play position-limiting action,
Moment of flexure, shearing and axle power are transmitted with rectangular steel pipe weld seam with the stretcher 3 in the steel column 1 with stretcher, is improved
The safety coefficient of curtain wall construction.Furthermore the outdoor overhead operation amount of half is transferred to interior, and reduces process and workload,
Reduce the risk of construction safety.
A kind of embodiment of the type unitized curtain wall system of steel and aluminum combined of above-described the utility model, is not constituted
Restriction to scope of protection of the utility model, any modification made within spirit of the present utility model and principle, is equally replaced
It changes and improves, should be included within the claims of the utility model.
Claims (4)
1. a kind of component type curtain wall system, including steel column（1）, crossbeam（6）, panel（8）, it is characterised in that：The steel is vertical
Column（1）With crossbeam（6）It is connected, forms the keel structure of component type curtain wall system, the steel column（1）And crossbeam（6）Same
In one plane；The panel（8）The outdoor of keel structure is mounted on screw；The steel column（1）Including a square
Shape steel pipe post（2）, a Steel Cantilever short beam（3）, two pieces of limiting plates（4）, a rectangular tube lock pin（7）, the steel pipe is vertical
Column（2）, Steel Cantilever short beam（3）By being welded to connect；The limiting plate（4）, Steel Cantilever short beam（3）Weld it is integral, it is described
Limiting plate（4）On have bolt hole, anchor bolt is planted after by bolt hole（5）By limiting plate（4）It is fixed on major structure of construction
（9）, the rectangular tube lock pin（7）It is inserted into rectangular steel pipe column（2）In be not less than 50mm, then weld it is integral, it is described
Rectangular tube lock pin（7）Outer diameter than rectangular steel pipe column（2）The small 1-4mm of internal diameter.
2. a kind of component type curtain wall system as described in claim 1, it is characterised in that：The steel column（1）With crossbeam（6）
It is connected by welding or bushing.
3. a kind of component type curtain wall system as described in claim 1, it is characterised in that：The crossbeam（6）For rectangular steel pipe
Or aluminium section bar.
4. a kind of component type curtain wall system as described in claim 1, it is characterised in that：The panel（8）For glass panel,
One kind in aluminium sheet or stone plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820137869.4U CN207905200U (en) | 2018-01-26 | 2018-01-26 | A kind of component type curtain wall system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820137869.4U CN207905200U (en) | 2018-01-26 | 2018-01-26 | A kind of component type curtain wall system |
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| CN207905200U true CN207905200U (en) | 2018-09-25 |
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| CN201820137869.4U Active CN207905200U (en) | 2018-01-26 | 2018-01-26 | A kind of component type curtain wall system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108049539A (en) * | 2018-01-26 | 2018-05-18 | 武汉建工集团股份有限公司 | A kind of component type curtain wall system and installation method |
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2018
- 2018-01-26 CN CN201820137869.4U patent/CN207905200U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108049539A (en) * | 2018-01-26 | 2018-05-18 | 武汉建工集团股份有限公司 | A kind of component type curtain wall system and installation method |
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