CN100476097C - Single-layer bidirectional double-rope curtain wall support structure and installing method thereof - Google Patents
Single-layer bidirectional double-rope curtain wall support structure and installing method thereof Download PDFInfo
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- CN100476097C CN100476097C CNB2007101436959A CN200710143695A CN100476097C CN 100476097 C CN100476097 C CN 100476097C CN B2007101436959 A CNB2007101436959 A CN B2007101436959A CN 200710143695 A CN200710143695 A CN 200710143695A CN 100476097 C CN100476097 C CN 100476097C
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Abstract
The invention relates to a single-layer bi-directional double-rope curtain wall support, which comprises a dragline clamp in form of a circular sheet, the middle of which is hollow and on which four abutments for fixing the dragline is provided. On each abutment, a semi-circle groove and an internal thread hole are provided. The four semi-circle grooves are distributed in cross way taking two as one group, the two groups of semi-circle grooves are vertical to each other in space. Each abutment is provided with a dragline-fastening end cover, on which also a semi-circle groove and a thread hole are provided. The fastening end cover is fixed on the abutment by a bolt. The abutment and the two semi-circle grooves for fastening the end cover coordinate each other to fix the dragline. The end of one fastening end cover is provided with an interface for connecting with the overlap connecting jaw. The invention makes possible adding no structural part in a space with a big span, and can guarantee the permeability of structures to the max. extent.
Description
Technical field
The present invention relates to a kind of curtain wall support structure.
Background technology
A point glass curtain wall supported permeability of drag-line is good, but for the excessive building of structure clearance, adopt single rope in the space of large span, then the distortion of rope web frame will be very big, influence is normal to be used, if reduce the distortion of rope net by adding the pre-power of hawser, then the intensity of cable wire will be not enough when being subjected to the external load effect, can't satisfy force request.So prior art must adopt other structure that the space is separated, in the space of separating, adopt rope web frame form, do the transparent performance and the effect that certainly will have influence on overall space like this.At present a lot of bigger single rope curtain walls of span all are to adopt other structural element to separate the rope net curtain wall of large span space.
The present invention adopts the bidirectional double-rope structure of monolayer cable net structural system, can address this problem well.
Summary of the invention
The object of the present invention is to provide a kind of single-layer bidirectional double-rope curtain wall support structure and mounting method, it distributes and the drag-line anchor clamps by improved drag-line, two horizontal single ropes and two vertical single ropes along the span direction are coupled together, reach effect stressed jointly, that the net loaded power of rope improves, distortion is little, in large span space, do not need to increase structural element, ensure the permeability of structure to greatest extent.
The object of the present invention is achieved like this:
A kind of single-layer bidirectional double-rope curtain wall support structure, include the drag-line anchor clamps, described drag-line anchor clamps be shaped as annular slice, empty in the middle of the annular, annular is provided with four bearings of stay guy, bearing is provided with semi-circular grooves and internal thread hole, two one group of cross-distribution of four semi-circular grooves, two groups of semi-circular grooves directions are vertical mutually in the space, each bearing is joined the fastening end cap of drag-line respectively, and the fastening end covers and also is provided with semi-circular grooves and screw, with bolt fastening end cap is fixed on the bearing, bearing cooperates stay guy with two semi-circular grooves of fastening end cap, and one of them fastening end cap termination is provided with refuting and connects the interface that pawl is connected.
It also comprises: refute and connect pawl, overlapping joint, face glass, fixed structure, described fixed structure is truss or steelframe or major structure of construction or ground embedded part, frame is provided with fixed structure all around, laterally the drag-line two ends are connected on the right and left fixed structure, vertical drag-line two ends are connected on the fixed structure of upper and lower, carry out stretch-draw then, after stretch-draw finishes, laterally drag-line and vertical drag-line are fixed on the drag-line anchor clamps, fixedly secure with bolt, refuting the interface that connects pawl and fastening end cap termination, to be fastened on rope online, and face glass is fixed on to refute with overlapping joint and connects on the pawl.
A kind of single-layer bidirectional double-rope curtain wall support structure and mounting method, when described drag-line anchor clamps are installed, ring surface is perpendicular to ground and elevation of building, two horizontal drag-lines are perpendicular to planar annular, pass upper and lower two bearings, two vertical drag-lines are parallel to planar annular, pass forward and backward two bearings, two horizontal drag-lines are in the same plane parallel with elevation of building on the space, and place between two vertical drag-lines.
A kind of single-layer bidirectional double-rope curtain wall support structure and mounting method, when described drag-line anchor clamps are installed, ring surface is parallel to ground and perpendicular to elevation of building, perpendicular to planar annular, two vertical drag-lines pass left and right two bearings, are parallel to planar annular, and two horizontal drag-lines pass forward and backward two bearings, two vertical drag-lines are in the same plane parallel with elevation of building on the space, and place between two horizontal drag-lines.
The present invention has following advantage and good effect:
The structure of drag-line anchor clamps and laterally drag-line and the vertically joint construction of drag-line, the arrangement form of two rustling sound nets has improved net loaded power of rope and stability.For large-span cable net curtain wall, the distortion of adopting two Cable Structure can well solve single rope net curtain wall is big, the problem that bearing capacity is not enough.
Use this pair rustling sound net braced structures, can break through the restriction of prior art, do not increase succinct, penetrating, the huge curtain wall that span is bigger of structural element in the construction space.
Drag-line anchor clamps annular slice and middle empty shape, can reduce the drag-line clamp weight, flake shape improves permeability, each bearing is joined the fastening end cap of drag-line respectively, just in case a fastening end cap bed knife is not enough, three fastening end caps of on this node other are unaffected, play a role to guarantee that this node is not loosening, improve reliability.
Description of drawings
Fig. 1 is the elevation of the embodiment of the invention.
Fig. 2 is the vertical node diagram of the embodiment of the invention.
Fig. 3 is the horizontal node diagram of the embodiment of the invention.
Fig. 4 is the facade node diagram of the embodiment of the invention.
Fig. 5 is the vertical node diagram of another embodiment of the present invention.
Fig. 6 is the horizontal node diagram of another embodiment of the present invention.
Fig. 7 is the facade node diagram of another embodiment of the present invention.
The specific embodiment
Describe the present invention in detail below in conjunction with drawings and Examples.
As shown in the figure, a kind of single-layer bidirectional double-rope curtain wall support structure, include drag-line anchor clamps 1, described drag-line anchor clamps 1 be shaped as annular slice, empty in the middle of the annular, annular is provided with four bearings 2 of stay guy, bearing 2 is provided with semi-circular grooves 3 and internal thread hole 4, two one group of cross-distribution of four semi-circular grooves, two groups of semi-circular grooves directions are vertical mutually in the space, each bearing is joined the fastening end cap 5 of drag-line respectively, the fastening end covers and also is provided with semi-circular grooves 6 and screw 7, with bolt 8 fastening end cap is fixed on the bearing, bearing cooperates stay guy 9 with two semi-circular grooves of fastening end cap, and one of them fastening end cap termination is provided with refuting and connects the interface 10 that pawl is connected.
It also comprises: refute and connect pawl 11, overlapping joint 12, face glass 13, fixed structure 14, described fixed structure is truss or steelframe or major structure of construction or ground embedded part, frame is provided with fixed structure all around, laterally the drag-line two ends are connected on the right and left fixed structure, vertical drag-line two ends are connected on the fixed structure of upper and lower, carry out stretch-draw then, after stretch-draw finishes, laterally drag-line and vertical drag-line are fixed on the drag-line anchor clamps, fixedly secure with bolt, refuting the interface that connects pawl and fastening end cap termination, to be fastened on rope online, and face glass is fixed on to refute with overlapping joint and connects on the pawl.
When described drag-line anchor clamps are installed, ring surface is perpendicular to ground and elevation of building, two horizontal drag-lines are perpendicular to planar annular, pass upper and lower two bearings, two vertical drag-lines are parallel to planar annular, pass forward and backward two bearings, two horizontal drag-lines and place between two vertical drag-lines in the same plane parallel with elevation of building on the space.
When described drag-line anchor clamps are installed, ring surface is parallel to ground and perpendicular to elevation of building, perpendicular to planar annular, two vertical drag-lines pass left and right two bearings, be parallel to planar annular, two horizontal drag-lines pass forward and backward two bearings, and two vertical drag-lines and place between two horizontal drag-lines in the same plane parallel with elevation of building on the space.
Laterally drag-line can adopt Φ 36 stainless steel cables, face glass adopts the thick ultrawhite doubling glass of 12+1.52PVB+12mm, refute and connect stainless steel that pawl adopts material 316 and refute and connect pawl, it also includes flexible rubber pad and neutral clear glass glue, overlapping joint adopts the stainless steel overlapping joint of material 316, the drag-line anchor clamps adopt the stainless steel cable anchor clamps of material 316, and vertical drag-line adopts Φ 30 stainless steel cables, and fixed structure can be truss.
Anchor clamps laterally and vertically amount to 4 firm connecting together of drag-line at each node place handle.After finishing Deng stretch-draw, keeping vegetarian is fixed on the drag-line anchor clamps, uses the bolt secure fixation, and such connection can make four Suo Gongtong at node place stressed.
The end of drag-line is connected on the reliable fixed structure and gets final product, and is not limited to be fixed on the truss, also can be fixed on steelframe or major structure of construction or ground embedded part and the assembly thereof.The present invention mainly is a kind of braced structures, is a kind of single-layer bidirectional double-rope structure, and this structure is applicable to curtain wall support structure, but is not limited to the support of curtain wall.
Claims (4)
1. single-layer bidirectional double-rope curtain wall support structure, include drag-line anchor clamps (1), it is characterized in that: described drag-line anchor clamps (1) be shaped as annular slice, empty in the middle of the annular, annular is provided with four bearings (2) of stay guy, bearing (2) is provided with semi-circular grooves (3) and internal thread hole (4), two one group of cross-distribution of four semi-circular grooves, two groups of semi-circular grooves directions are vertical mutually in the space, each bearing is joined the fastening end cap of drag-line (5) respectively, the fastening end covers and also is provided with semi-circular grooves (6) and screw (7), with bolt (8) fastening end cap is fixed on the bearing, bearing cooperates stay guy (9) with two semi-circular grooves of fastening end cap, and one of them fastening end cap termination is provided with and refutes the interface (10) that connects pawl and be connected.
2. single-layer bidirectional double-rope curtain wall support structure according to claim 1, it is characterized in that: it also comprises: refute and connect pawl (11), overlapping joint (12), face glass (13), fixed structure (14), described fixed structure is truss or steelframe or major structure of construction or ground embedded part, frame is provided with fixed structure all around, laterally the drag-line two ends are connected on the right and left fixed structure, vertical drag-line two ends are connected on the fixed structure of upper and lower, carry out stretch-draw then, after stretch-draw finishes, laterally drag-line and vertical drag-line are fixed on the drag-line anchor clamps, fixedly secure with bolt, refuting the interface that connects pawl and fastening end cap termination, to be fastened on rope online, and face glass is fixed on to refute with overlapping joint and connects on the pawl.
3. the mounting method of a kind of single-layer bidirectional double-rope curtain wall support structure as claimed in claim 1, it is characterized in that: when described drag-line anchor clamps are installed, ring surface is perpendicular to ground and elevation of building, two horizontal drag-lines are perpendicular to planar annular, pass upper and lower two bearings, two vertical drag-lines are parallel to planar annular, pass forward and backward two bearings, two horizontal drag-lines are in the same plane parallel with elevation of building on the space, and place between two vertical drag-lines.
4. the mounting method of a kind of single-layer bidirectional double-rope curtain wall support structure as claimed in claim 1, it is characterized in that: when described drag-line anchor clamps are installed, ring surface is parallel to ground and perpendicular to elevation of building, perpendicular to planar annular, two vertical drag-lines pass left and right two bearings, are parallel to planar annular, and two horizontal drag-lines pass forward and backward two bearings, two vertical drag-lines are in the same plane parallel with elevation of building on the space, and place between two horizontal drag-lines.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007101436959A CN100476097C (en) | 2007-08-20 | 2007-08-20 | Single-layer bidirectional double-rope curtain wall support structure and installing method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007101436959A CN100476097C (en) | 2007-08-20 | 2007-08-20 | Single-layer bidirectional double-rope curtain wall support structure and installing method thereof |
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| Publication Number | Publication Date |
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| CN101109195A CN101109195A (en) | 2008-01-23 |
| CN100476097C true CN100476097C (en) | 2009-04-08 |
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Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103061519B (en) * | 2013-01-23 | 2015-01-07 | 北京工业大学 | Installation method of angle-adjustable two-way cable cross joint |
| CN104831846B (en) * | 2015-04-17 | 2017-04-12 | 中国建筑第八工程局有限公司 | Hoisting method for indoor inclined curtain wall super-large glass |
| CN105275118B (en) * | 2015-11-03 | 2017-06-13 | 山西省第三建筑工程公司 | The unidirectional steel cable dot point arc unit glass curtain wall of superelevation |
| CN109339299B (en) * | 2018-11-12 | 2023-12-26 | 深圳市建艺装饰集团股份有限公司 | Curtain wall installation system and construction method thereof |
| CN115288335B (en) * | 2022-07-06 | 2023-05-09 | 广东省第四建筑工程有限公司 | Prestress single-layer bidirectional cable mesh mounting structure |
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| CN101109195A (en) | 2008-01-23 |
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Address after: No. five 5 Street, Niu Hui, Shunyi District, Beijing Patentee after: Beijing Jianghe Curtain Wall Co., Ltd. Address before: No. 2, Dongfang Road, cattle town, Beijing, Shunyi District Patentee before: Beijing Jianghe Curtain Wall Co., Ltd. |
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Owner name: JANGHO GROUP CO., LTD. Free format text: FORMER NAME: BEIJING JIANGHE CURTAIN WALL CO., LTD. |
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Address after: 101300 Beijing City, Shunyi District, the north of cattle, No. five street, No. 5 Patentee after: Jiangho Group Company Limited Address before: 101300 Beijing City, Shunyi District, the north of cattle, No. five street, No. 5 Patentee before: Beijing Jianghe Curtain Wall Co., Ltd. |
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