CN206189680U - Steel sheet rib bearing structure curtain system - Google Patents
Steel sheet rib bearing structure curtain system Download PDFInfo
- Publication number
- CN206189680U CN206189680U CN201621243344.6U CN201621243344U CN206189680U CN 206189680 U CN206189680 U CN 206189680U CN 201621243344 U CN201621243344 U CN 201621243344U CN 206189680 U CN206189680 U CN 206189680U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- plate rib
- rib
- curtain wall
- steel sheet
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Abstract
The utility model discloses a steel sheet rib bearing structure curtain system, including being used for the steel sheet rib bearing structure to the support of curtain wall construction atress, steel sheet rib bearing structure includes that vertical steel sheet rib of placing and hanging on the major structure and level arrange and be located the prestressing force stretch -draw part that carries out the drawknot between the steel sheet rib, perhaps the steel sheet rib placed of level and vertical layout and be located the prestressing force stretch -draw part that carries out the drawknot between the steel sheet rib. The utility model discloses a steel sheet rib is as the atress member of curtain wall construction, make full use of steel sheet rib flexural section modulus and the big characteristics of cross -section inertia couple, under the prerequisite of guaranteeing structure safety, realized striding greatly the penetrating support system of space glass curtain wall, the steel rib board vision lattice of " straight, tall and straight " feels strong, changes and realizes that the mechanics is beautiful unified with the building midea.
Description
Technical field
The utility model is related to building curtain wall design field, more particularly to a kind of steel plate rib supporting construction curtain wall system
System.
Background technology
At present for the support force structure system of long-span space glass curtain, in order to undertake curtain wall deadweight and horizontal load,
Its support force structure is complex, and architectural appearance visual effect is poor.
Utility model content
Goal of the invention of the present utility model is：For above-mentioned problem, there is provided a kind of to ensure structure safety
Under the premise of, realize the penetrating steel plate rib supporting construction curtain wall system of long-span space glass curtain wall.
The technical scheme implementation of the utility model technology：A kind of steel plate rib supporting construction curtain wall system, its feature exists
In：Including the steel plate rib supporting construction for being supported to curtain wall construction stress, the steel plate rib supporting construction includes vertical placement
And hang steel plate rib on the body construction and prestressed stretch-draw portion horizontally disposed and that drawknot is carried out between steel plate rib
Part, or horizontal positioned steel plate rib and be vertically arranged and the prestressed stretch-draw part of drawknot carried out between steel plate rib.
Steel plate rib supporting construction curtain wall system described in the utility model, its described prestressed stretch-draw part passes through steel plate
Rib, and connected with corresponding steel plate rib by fixture, the prestressed stretch-draw part two ends set with corresponding foundation structure respectively
The fixed seat connection put, the steel plate rib two ends connect with the connector set in corresponding foundation structure respectively.
Steel plate rib supporting construction curtain wall system described in the utility model, its described prestressed stretch-draw part is prestress steel
Rope or prestressed draw-bar, when the prestressed stretch-draw part is prestressed cable, the drag-line of described prestressed cable one end
The drag-line fixing end of tension side and its other end is connected with corresponding foundation structure respectively, when the prestressed stretch-draw part is pre-
During stress pull bar, the pull bar fixing end at the prestressed draw-bar two ends is connected with corresponding foundation structure respectively.
Steel plate rib supporting construction curtain wall system described in the utility model, its described curtain wall system is frame curtain wall, institute
Frame curtain wall is stated including Aluminum alloy column and aluminum alloy cross beam, the Aluminum alloy column by curtain-wall stand-column connecting plate with it is vertical
Place or the steel plate rib of horizontal positioned is connected, the two neighboring steel plate rib of vertical placement or horizontal positioned is spliced by steel rib
Plate links together, when the steel plate rib is vertically placed, the position of the steel plate rib and the cloth set of Aluminum alloy column
Correspondence is put, the position of the prestressed stretch-draw part is corresponding with the position integral multiple of aluminum alloy cross beam, when the steel
During rib of slab horizontal positioned, the position of the steel plate rib is corresponding with the position integral multiple of aluminum alloy cross beam, it is described it is pre- should
The position of power tensioning part is corresponding with the position of Aluminum alloy column.
Steel plate rib supporting construction curtain wall system described in the utility model, its described curtain wall system is point-supporting curtain, described
Point-supporting curtain includes glass fixture, and the glass fixture is connected with the steel plate rib of vertical placement or horizontal positioned, vertical to place
Or the two neighboring steel plate rib of horizontal positioned is linked together by steel rib splice plate, the steel plate rib and prestressed stretch-draw portion
Position of the position of part with glass fixture is corresponding.
The utility model, as the primary structure member of curtain wall construction, takes full advantage of steel plate rib by curved section mould using steel plate rib
The characteristics of amount and cross sectional moment of inertia are big, on the premise of structure safety is ensured, realizes the penetrating branch of long-span space glass curtain wall
Support body system, the steel ribs vision lattice sense of " straight, tall and straight " is strong, is more easy to realize beautiful and beauty of architecture the unification of mechanics.
Brief description of the drawings
Fig. 1 is the cross-sectional schematic diagram that frame curtain wall light plate rib is vertically placed.
Fig. 2 is that vertically the perpendicular of placement cuts open schematic diagram to frame curtain wall light plate rib.
Fig. 3 is the cross-sectional schematic diagram that point-supporting curtain light plate rib is vertically placed.
Fig. 4 is that vertically the perpendicular of placement cuts open schematic diagram to point-supporting curtain light plate rib.
Fig. 5 is the cross-sectional schematic diagram of frame curtain wall light plate rib horizontal positioned.
Fig. 6 is that the perpendicular of frame curtain wall light plate rib horizontal positioned cuts open schematic diagram.
Fig. 7 is the cross-sectional schematic diagram of point-supporting curtain light plate rib horizontal positioned.
Fig. 8 is that the perpendicular of point-supporting curtain light plate rib horizontal positioned cuts open schematic diagram.
Marked in figure：1 is steel plate rib, and 2 is prestressed stretch-draw part, and 3 is fixture, and 4a is drag-line tension side, and 4b is drag-line
Fixing end, 4c is pull bar fixing end, and 5 is Aluminum alloy column, and 6 is aluminum alloy cross beam, and 7 is curtain-wall stand-column connecting plate, and 8 spell for steel rib
Fishplate bar, 9 is glass fixture.
Specific embodiment
Below in conjunction with the accompanying drawings, the utility model is described in detail.
In order that the purpose of this utility model, technical scheme and advantage become more apparent, below in conjunction with accompanying drawing and implementation
Example, is further elaborated to the utility model technology.It should be appreciated that specific embodiment described herein is only used to
The utility model is explained, is not used to limit utility model.
Embodiment 1：As illustrated in fig. 1 and 2, a kind of steel plate rib supporting construction curtain wall system, including for being received to curtain wall construction
The steel plate rib supporting construction of power support, the steel plate rib supporting construction includes vertical placement and suspension steel plate on the body construction
Rib 1 and prestressed stretch-draw part 2 horizontally disposed and that drawknot is carried out between steel plate rib 1, the prestressed stretch-draw part 2
Through steel plate rib 1, and connected with corresponding steel plate rib 1 by fixture 3, the prestressed stretch-draw part 2 is prestress steel
Rope, the drag-line tension side 4a of described prestressed cable one end and the drag-line fixing end 4b of its other end respectively with left and right basis
The fixed seat connection set in structure, the two ends of steel plate rib 1 are connected with the connector set in upper and lower foundation structure respectively,
Curtain wall is undertaken by the vertical steel plate rib placed to conduct oneself with dignity and horizontal load, ensured by the prestressed stretch-draw part between steel plate rib
Outside-plate stabilizing when steel rib receives curved.
In the present embodiment, the curtain wall system is frame curtain wall, and the frame curtain wall includes the He of Aluminum alloy column 5
Aluminum alloy cross beam 6, the Aluminum alloy column 5 is connected by curtain-wall stand-column connecting plate 7 with the vertical steel plate rib 1 placed, and is vertically put
The two neighboring steel plate rib 1 put is linked together by steel rib splice plate 8, and position and the aluminium alloy of the steel plate rib 1 stand
The position correspondence of post 5, the position of the prestressed stretch-draw part 2 and the position integral multiple of aluminum alloy cross beam 6
Correspondence, if at one times, i.e., between the corresponding adjacent aluminum alloy cross beam of spacing between adjacent prestressed stretch-draw part
Spacing is equal, if during twice, the spacing between adjacent prestressed stretch-draw part is between its corresponding adjacent aluminum alloy cross beam
The twice of spacing, according to concrete engineering and load calculated case by that analogy, in the present embodiment, the cloth of prestressed stretch-draw part
Seated position is corresponding by the way of one times with the position of aluminum alloy cross beam.
Embodiment 2：As shown in Figures 3 and 4, the curtain wall system is point-supporting curtain, and the point-supporting curtain includes glass fixture
9, the glass fixture 9 is connected with the vertical steel plate rib 1 placed, and the vertical two neighboring steel plate rib 1 placed is spliced by steel rib
Plate 8 links together, the position of the steel plate rib 1 and prestressed stretch-draw part 2 with the position pair of glass fixture 9
Should.Other structures are substantially the same manner as Example 1.
Embodiment 3：As it can be seen in figures 5 and 6, the steel plate rib 1 of the steel plate rib supporting construction including horizontal positioned and vertical
Arrangement and the prestressed stretch-draw part 2 of drawknot is carried out between steel plate rib 1, the prestressed stretch-draw part 2 is that prestressing force draws
Bar, the pull bar fixing end 4c at the prestressed draw-bar two ends is connected with upper and lower foundation structure respectively, the two ends of steel plate rib 1 point
It is not connected with the connection otic placode set in left and right foundation structure, horizontal flexural member is used as by the steel plate rib of horizontal positioned, is led to
Outside-plate stabilizing when the prestressed stretch-draw part crossed between steel plate rib undertakes curtain wall deadweight and ensures that steel rib receives curved.
In the present embodiment, the curtain wall system is frame curtain wall, and the frame curtain wall includes the He of Aluminum alloy column 5
Aluminum alloy cross beam 6, the Aluminum alloy column 5 is connected by curtain-wall stand-column connecting plate 7 with the steel plate rib 1 of horizontal positioned, and level is put
The two neighboring steel plate rib 1 put is linked together by steel rib splice plate 8, and the position of the steel plate rib 1 is horizontal with aluminium alloy
The position integral multiple correspondence of beam 6, the position of the prestressed stretch-draw part 2 and the position of Aluminum alloy column 5
Correspondence.
Embodiment 4：As shown in FIG. 7 and 8, the curtain wall system is point-supporting curtain, and the point-supporting curtain includes glass fixture
9, the glass fixture 9 is connected with the steel plate rib 1 of horizontal positioned, and the two neighboring steel plate rib 1 of horizontal positioned is spliced by steel rib
Plate 8 links together, the position of the steel plate rib 1 and prestressed stretch-draw part 2 with the position pair of glass fixture 9
Should.Other structures are substantially the same manner as Example 3.
Preferred embodiment of the present utility model is the foregoing is only, is not used to limit the utility model, it is all at this
Any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.
Claims (5)
1. a kind of steel plate rib supporting construction curtain wall system, it is characterised in that：Including the steel plate for being supported to curtain wall construction stress
Rib supporting construction, the steel plate rib supporting construction includes vertical placement and suspension steel plate rib on the body construction（1）And water
Plain cloth is put and positioned at steel plate rib（1）Between carry out the prestressed stretch-draw part of drawknot（2）, or horizontal positioned steel plate rib（1）
And be vertically arranged and positioned at steel plate rib（1）Between carry out the prestressed stretch-draw part of drawknot（2）.
2. steel plate rib supporting construction curtain wall system according to claim 1, it is characterised in that：The prestressed stretch-draw part
（2）Through steel plate rib（1）, and by fixture（3）With corresponding steel plate rib（1）Connection, the prestressed stretch-draw part（2）Two ends
Respectively with the fixed seat connection set in corresponding foundation structure, the steel plate rib（1）Two ends set with corresponding foundation structure respectively
The connector connection put.
3. steel plate rib supporting construction curtain wall system according to claim 2, it is characterised in that：The prestressed stretch-draw part
（2）It is prestressed cable or prestressed draw-bar, when the prestressed stretch-draw part（2）During for prestressed cable, it is described it is pre- should
The drag-line tension side of power cable wire one end（4a）And the drag-line fixing end of its other end（4b）Connected with corresponding foundation structure respectively,
When the prestressed stretch-draw part（2）During for prestressed draw-bar, the pull bar fixing end at the prestressed draw-bar two ends（4c）Respectively
Connected with corresponding foundation structure.
4. the steel plate rib supporting construction curtain wall system according to claim 1,2 or 3, it is characterised in that：The curtain wall system
It is frame curtain wall, the frame curtain wall includes Aluminum alloy column（5）And aluminum alloy cross beam（6）, the Aluminum alloy column（5）
By curtain-wall stand-column connecting plate（7）With vertical placement or the steel plate rib of horizontal positioned（1）Connection, vertical placement or level are put
The two neighboring steel plate rib put（1）By steel rib splice plate（8）Link together, when the steel plate rib（1）During vertical placement, institute
State steel plate rib（1）Position and Aluminum alloy column（5）Position correspondence, the prestressed stretch-draw part（2）Cloth
Seated position and aluminum alloy cross beam（6）Position integral multiple correspondence, when the steel plate rib（1）During horizontal positioned, the steel plate
Rib（1）Position and aluminum alloy cross beam（6）Position integral multiple correspondence, the prestressed stretch-draw part（2）Cloth
Seated position and Aluminum alloy column（5）Position correspondence.
5. the steel plate rib supporting construction curtain wall system according to claim 1,2 or 3, it is characterised in that：The curtain wall system
It is point-supporting curtain, the point-supporting curtain includes glass fixture（9）, the glass fixture（9）Placed or horizontal positioned with vertical
Steel plate rib（1）The two neighboring steel plate rib of connection, vertical placement or horizontal positioned（1）By steel rib splice plate（8）Connection
Together, the steel plate rib（1）With prestressed stretch-draw part（2）Position and glass fixture（9）Position pair
Should.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621243344.6U CN206189680U (en) | 2016-11-21 | 2016-11-21 | Steel sheet rib bearing structure curtain system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621243344.6U CN206189680U (en) | 2016-11-21 | 2016-11-21 | Steel sheet rib bearing structure curtain system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206189680U true CN206189680U (en) | 2017-05-24 |
Family
ID=58726767
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621243344.6U Active CN206189680U (en) | 2016-11-21 | 2016-11-21 | Steel sheet rib bearing structure curtain system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206189680U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331215A (en) * | 2018-04-25 | 2018-07-27 | 中国建筑西南设计研究院有限公司 | A kind of combination stressed curtain wall construction system |
| CN108412095A (en) * | 2018-03-16 | 2018-08-17 | 杭州市建筑设计研究院有限公司 | A kind of lattice supporting framework of high large span curtain wall |
| CN109339300A (en) * | 2018-11-12 | 2019-02-15 | 华侨大学 | A kind of drag-line Glass Rib curtain wall system |
| CN109339302A (en) * | 2018-11-12 | 2019-02-15 | 华侨大学 | A kind of steel and aluminum combined unit glass curtain wall |
| CN114607077A (en) * | 2022-04-11 | 2022-06-10 | 山东津单幕墙有限公司 | Steel plate rib curtain wall system |
| 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
- 2016-11-21 CN CN201621243344.6U patent/CN206189680U/en active Active
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108412095A (en) * | 2018-03-16 | 2018-08-17 | 杭州市建筑设计研究院有限公司 | A kind of lattice supporting framework of high large span curtain wall |
| CN108412095B (en) * | 2018-03-16 | 2020-02-18 | 杭州市建筑设计研究院有限公司 | Truss supporting structure of high-large-span curtain wall |
| CN108331215A (en) * | 2018-04-25 | 2018-07-27 | 中国建筑西南设计研究院有限公司 | A kind of combination stressed curtain wall construction system |
| CN109339300A (en) * | 2018-11-12 | 2019-02-15 | 华侨大学 | A kind of drag-line Glass Rib curtain wall system |
| CN109339302A (en) * | 2018-11-12 | 2019-02-15 | 华侨大学 | A kind of steel and aluminum combined unit glass curtain wall |
| CN109339302B (en) * | 2018-11-12 | 2023-11-21 | 华侨大学 | Steel-aluminum combined unit type glass curtain wall |
| CN114607077A (en) * | 2022-04-11 | 2022-06-10 | 山东津单幕墙有限公司 | Steel plate rib curtain wall system |
| CN114607077B (en) * | 2022-04-11 | 2023-09-12 | 山东津单幕墙有限公司 | Steel plate rib curtain wall system |
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206189680U (en) | Steel sheet rib bearing structure curtain system | |
| CN105332452B (en) | Cable curtain wall supporting system and its construction method of a kind of top provided with steel truss | |
| CN106088360B (en) | A kind of two-tube lower edge connecting node of large span list truss structure and truss structure | |
| CN105544820B (en) | Curtain wall support steel structure and its construction method outside curved surface with spring assembly sunpender | |
| CN107268422A (en) | Across the self-anchored type suspension cable arched girder co-operative system bridge such as one kind | |
| CN110295548A (en) | The makeshift device of mechanical balance is maintained under the bridge construction technique of fitting the arch first then fitting the girder | |
| CN205976120U (en) | Braced system and large -span stone material moulding of large -span stone material moulding | |
| CN108331215A (en) | A kind of combination stressed curtain wall construction system | |
| CN204609099U (en) | The netted furred ceiling of large span | |
| US3872632A (en) | Suspended structure | |
| CN104763088B (en) | For the cable wire supporting network of the netted ceiling system of large span | |
| CN2447437Y (en) | Double-wirerope adjusting fixing means for use in point-connecting glass curtain wall | |
| JP2005023525A (en) | Mullion support structure of curtain wall and its construction method | |
| CN218492796U (en) | Hidden cable type curtain wall connection assembly | |
| CN204609089U (en) | For the cable wire supporting network of the netted ceiling system of large span | |
| JP2005146772A (en) | Roof supporting structural body unit, large space roof structure and construction methods of them | |
| CN101343900B (en) | Large-span non-upright post curtain wall system | |
| CN215254919U (en) | Scenic pavilion based on integral tensioning structure | |
| CN205855864U (en) | A kind of building tower crane of stable safety | |
| CN214576704U (en) | A safe ladder of hanging for steel construction factory building construction | |
| CN204753343U (en) | Single tower cable -stay bridge of bridge floor is arranged to non - symmetry plane broken line | |
| CN213114967U (en) | Steel grid structure with good stability for building production | |
| CN202450535U (en) | Safe suspension device for open cut foundation pit | |
| CN213141177U (en) | Concrete member hoist device | |
| CN214899969U (en) | High-strength subway bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |