CN206128385U - Curtain steel sheet tractive bearing structure system - Google Patents
Curtain steel sheet tractive bearing structure system Download PDFInfo
- Publication number
- CN206128385U CN206128385U CN201621112269.XU CN201621112269U CN206128385U CN 206128385 U CN206128385 U CN 206128385U CN 201621112269 U CN201621112269 U CN 201621112269U CN 206128385 U CN206128385 U CN 206128385U
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- steel plate
- drawing piece
- curtain wall
- fixed
- horizontal
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Abstract
The utility model provides a curtain steel sheet tractive bearing structure system, it includes stand, entablature and the bottom end rail of fixing with the major structure, this stand is vertical to be equipped with a plurality of built -in fittings, and built -in fitting outside is fixed is equipped with the adaptor for each, and fixed surface is equipped with horizontal steel sheet on each adaptor, this entablature bottom is equipped with a vertical traction part and the 2nd traction part, a traction part and the 2nd traction part all pass each horizontal steel sheet and respectively with each horizontal steel sheet fixed connection, a traction part and the 2nd traction part's bottom is fixed this time beam top surface that locates all. The utility model discloses a can reduce engineering cost, shorten construction cycle, satisfy that architectural design is succinct to the interior space, the requirement of permeability.
Description
Technical field
This utility model belongs to building curtain wall technical field, and particularly a kind of curtain wall steel plate pulls supporting structure system.
Background technology
Building curtain wall is both the extraneous adornment of building, is again the peripheral structure of building.Although it does not share agent structure
The effect of load, but it will bear the effect such as wind load, earthquake load, temperature change for itself being subject to.Normal conditions curtain wall exists
Curtain wall the situation of heavy damage such as extracts with agent structure connector, breaks and compares rare under wind action, curtain wall
Subject matter is to ensure that it has enough relative storey displacement abilities under the effect such as earthquake load, temperature change, keeps away curtain wall member
From the impact of agent structure over-large displacement.Existing curtain wall support structure is generally civil engineering main body concrete structure and steel construction, but
It is that for the supporting construction of large span curtain wall, it cannot meet penetrating to the interior space, the succinct effect requirements of architect.
Utility model content
The purpose of this utility model is to provide a kind of curtain wall steel plate drawing supporting structure system, its can reduce engineering into
This, shorten construction period, meet that architectural design is succinct to the interior space, permeability requirement.
For achieving the above object, this utility model takes technical scheme below：
A kind of curtain wall steel plate pulls supporting structure system, and it includes column, entablature and the lower horizontal stroke fixed with agent structure
Beam；The column is vertically provided with some built-in fittings, and each built-in fitting outside is fixed with adaptor, and each adaptor upper surface is fixed with
Horizontal steel plate；The entablature bottom is provided with vertical the first drawing piece and the second drawing piece；First drawing piece and the second drawing
Part both passes through each horizontal steel plate and is connected with each horizontal Interal fixation respectively, and the bottom of first drawing piece and the second drawing piece is equal
It is fixed at the sill top surface.
Further, first drawing piece and the second drawing piece are drag-line or pull bar.
Further, first drawing piece and the second drawing piece include some connected head-to-tail segmentations, adjacent
Arrangement for adjusting height is provided between segmentation, the arrangement for adjusting height is connected with each horizontal Interal fixation.
Further, the arrangement for adjusting height includes standing screw and the adjustable side positioned at the standing screw two ends
Head, the regulation termination is provided with female thread corresponding with the external screw thread of the standing screw；The standing screw is fixed and is arranged in the horizontal stroke
To steel plate, the regulation termination is located at adjacent segmentation termination.
Further, the L-type that the horizontal steel plate outside is provided with for hanging curtain wall is linked up with.
The beneficial effects of the utility model are：This utility model can reduce engineering cost, shorten construction period, meets and build
Build succinct to the interior space, permeability the requirement of design.
Description of the drawings
Fig. 1 is the structural representation of column of the present utility model.
Fig. 2 is the structural representation of entablature of the present utility model.
Fig. 3 is the structural representation of horizontal steel plate of the present utility model.
Fig. 4 is the structural representation of sill of the present utility model.
Fig. 5 is mounting structure schematic diagram of the present utility model.
Specific embodiment
In order that the technical solution of the utility model and beneficial effect become more apparent, with reference to embodiments with it is attached
Figure, is further elaborated to this utility model.It should be appreciated that specific embodiment described herein is only to explain
This utility model, is not used to limit this utility model.
As Figure 1-Figure 4, this utility model provides a kind of curtain wall steel plate and pulls supporting structure system, and it includes and main body
Column 1, entablature 2 and sill 3 that structure is fixed.The column 1 is vertically provided with some built-in fittings 11, and the outside of each built-in fitting 11 is solid
Surely adaptor 12 is provided with, the upper surface of each adaptor 12 is fixed with horizontal steel plate 4, to keep the lateral attitude of curtain wall.Horizontal stroke on this
The bottom of beam 2 is provided with vertical the first drawing piece 5 and the second drawing piece 6, and the first drawing piece 5 and the second drawing piece 6 can be drag-line
Or pull bar, there is provided support force upwards.The drawing piece 6 of first drawing piece 5 and second both pass through each horizontal steel plate 4 and respectively with
Each horizontal steel plate 4 is fixedly connected, and the bottom of the drawing piece 6 of the first drawing piece 5 and second is fixed at the top surface of sill 3.
Preferably, as shown in figure 3, the drawing piece 6 of the first drawing piece 5 and second is segmentation structure, including some heads
The segmentation that tail connects, is provided with arrangement for adjusting height 7 between adjacent segmentation, the arrangement for adjusting height 7 and each horizontal steel plate 4
It is fixedly connected.Specifically, the arrangement for adjusting height 7 includes standing screw 71 and the regulation positioned at the two ends of standing screw 71
Termination 72, the regulation termination 72 is provided with female thread corresponding with the external screw thread of the standing screw 71.The standing screw 71 is fixed and worn
Located at the horizontal steel plate 4, the regulation termination 72 is located at adjacent segmentation termination.
As shown in figure 5, the L-type that the outside of horizontal steel plate 4 is provided with for hanging curtain wall links up with 41, curtain wall plate is hung over into this
On hook 41, vertical and horizontal support is carried out to curtain wall.
This utility model on existing main body reinforced concrete structure or steel structure column by installing horizontal steel plate and in horizontal stroke
Vertical drag-line is installed on reinforced concrete structure or steel structure girder or pull bar collective effect bears curtain wall load, realize curtain
The installation of wall.
This utility model is embodied as measure in two steps, i.e., the installation installed with vertical drag-line or pull bar of horizontal steel plate.
One：Laterally steel plate is installed：Horizontal steel plate span, steel plate raw material length, existing working ability according to Architectural Design Requirements etc.
Factor determines mounting means of the steel plate in building site.If the steel plate span of design requirement is beyond the length or work of existing raw material
Factory's working ability, then take and carry out at the scene again after steel construction processing factory segmental machining is transported to building site welding assembly, Ran Houzai
It is connected with the adaptor on column installed in the required position of design.If the steel plate span of design requirement is former without departing from steel plate
The length of material and existing working ability, then directly can process required steel plate in steel construction processing factory and be transported to building site, so
It is connected with the adaptor on column again afterwards and is arranged on the required position of design.Two：Vertical drag-line or pull bar are installed：Will be in factory
The fixed length drag-line for processing or pull bar are respectively mounted and are fixed on entablature, horizontal steel plate and sill.
Specifically, installation steps of the present utility model are as follows：
The 1st, built-in fitting 11 is installed on column 1, then steel construction adaptor 12 is connected with built-in fitting 11, finally by horizontal steel
Plate 4 is connected with steel construction adaptor 12；
2nd, built-in fitting is installed in entablature 2, then steel construction adaptor is connected with built-in fitting, finally by fixed length drag-line or drawing
The upper end of bar is connected with steel adaptor；
The 3rd, the arrangement for adjusting height 7 of drag-line or pull bar be installed on horizontal steel plate 4, then by fixed length drag-line or pull bar and height
Adjusting means 7 connects；
The 4th, built-in fitting is installed on sill 3, then steel construction adaptor is connected with built-in fitting, finally by fixed length drag-line or
The lower end of pull bar is connected with steel adaptor；
The 5th, curtain wall is installed on horizontal steel plate 4 and mounts aluminium alloy hook 41, then curtain wall plate is lifted on into aluminium alloy hook
On 41.
The above, is only preferred embodiment of the present utility model, not makees any to structure of the present utility model
Pro forma restriction.Every above example is made any simple modification, equivalent according to technical spirit of the present utility model
Change and modification, still fall within the range of the technical solution of the utility model.
Claims (5)
1. a kind of curtain wall steel plate pulls supporting structure system, it is characterised in that it includes column, the upper horizontal stroke fixed with agent structure
Beam and sill；The column is vertically provided with some built-in fittings, and each built-in fitting outside is fixed with adaptor, each adaptor upper surface
It is fixed with horizontal steel plate；The entablature bottom is provided with vertical the first drawing piece and the second drawing piece；First drawing piece and
Second drawing piece both passes through each horizontal steel plate and is connected with each horizontal Interal fixation respectively, first drawing piece and the second drawing piece
Bottom be fixed at the sill top surface.
2. curtain wall steel plate according to claim 1 pulls supporting structure system, it is characterised in that：The drawing piece is drag-line
Or pull bar.
3. curtain wall steel plate according to claim 1 and 2 pulls supporting structure system, it is characterised in that：First drawing
Part and the second drawing piece include some connected head-to-tail segmentations, are provided with arrangement for adjusting height between adjacent segmentation, the height
Degree adjusting means is connected with each horizontal Interal fixation.
4. curtain wall steel plate according to claim 3 pulls supporting structure system, it is characterised in that：The arrangement for adjusting height
Including standing screw and the regulation termination positioned at the standing screw two ends, the regulation termination is provided with the outer spiral shell with the standing screw
The corresponding female thread of stricture of vagina；The standing screw is fixed and is arranged in the horizontal steel plate, and the regulation termination is located at adjacent segmentation termination.
5. curtain wall steel plate according to claim 1 pulls supporting structure system, it is characterised in that：The horizontal steel plate outside
It is provided with the L-type for hanging curtain wall to link up with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621112269.XU CN206128385U (en) | 2016-10-11 | 2016-10-11 | Curtain steel sheet tractive bearing structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621112269.XU CN206128385U (en) | 2016-10-11 | 2016-10-11 | Curtain steel sheet tractive bearing structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206128385U true CN206128385U (en) | 2017-04-26 |
Family
ID=58572707
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621112269.XU Active CN206128385U (en) | 2016-10-11 | 2016-10-11 | Curtain steel sheet tractive bearing structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206128385U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114737708A (en) * | 2022-06-14 | 2022-07-12 | 北京建工集团有限责任公司 | Frame curtain wall system suitable for horizontal super large span and vertical super high span |
-
2016
- 2016-10-11 CN CN201621112269.XU patent/CN206128385U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114737708A (en) * | 2022-06-14 | 2022-07-12 | 北京建工集团有限责任公司 | Frame curtain wall system suitable for horizontal super large span and vertical super high span |
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