CN100410465C - A point-supported glass curtain wall structure - Google Patents
A point-supported glass curtain wall structure Download PDFInfo
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- CN100410465C CN100410465C CNB2006100462913A CN200610046291A CN100410465C CN 100410465 C CN100410465 C CN 100410465C CN B2006100462913 A CNB2006100462913 A CN B2006100462913A CN 200610046291 A CN200610046291 A CN 200610046291A CN 100410465 C CN100410465 C CN 100410465C
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- glass
- support structure
- curtain wall
- adapter
- chain rod
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- 239000011521 glass Substances 0.000 title claims abstract description 49
- 239000002356 single layer Substances 0.000 claims abstract description 17
- 239000000565 sealant Substances 0.000 claims abstract description 4
- 230000000694 effects Effects 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 3
- 238000006073 displacement reaction Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- NBVXSUQYWXRMNV-UHFFFAOYSA-N fluoromethane Chemical compound FC NBVXSUQYWXRMNV-UHFFFAOYSA-N 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 238000004381 surface treatment Methods 0.000 description 1
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- Securing Of Glass Panes Or The Like (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
一种点支式玻璃幕墙结构,由幕墙的支撑结构和玻璃面板构成,支撑结构采用单层柔性链杆支撑结构,它包括横向链杆和竖向链杆,横竖向链杆分别通过销轴与转接件铰接,玻璃面板通过玻璃压板压装在转接件上,玻璃压板与转接件之间通过螺钉连接,并在其之间装有橡胶垫板,相邻玻璃面板之间采用密封胶密封。其优点是横竖链杆之间实现铰接,具有大变形几何非线性特征,在平面外变形后其内部所产生的内拉力与外力形成平衡系统,同时橡胶垫板可以吸收由于大变形所产生的相邻玻璃面板之间的角变位,而避免玻璃产生翘曲应力。支撑结构外形几何尺寸小,具有极高的建筑采光效果,主要构件材料成本低廉,因此本幕墙结构具有良好的经济性能。
A point-supported glass curtain wall structure, which is composed of a curtain wall support structure and a glass panel. The support structure adopts a single-layer flexible chain rod support structure, which includes a horizontal chain rod and a vertical chain rod. The adapter is hinged, the glass panel is pressed on the adapter through the glass pressure plate, the glass pressure plate and the adapter are connected by screws, and a rubber backing plate is installed between them, and a sealant is used between adjacent glass panels seal. Its advantage is that the horizontal and vertical chain rods are hinged, and it has the characteristics of large deformation geometric nonlinearity. After the deformation outside the plane, the internal tension and external force generated inside form a balanced system, and the rubber backing plate can absorb the phase caused by large deformation. Angular displacement between adjacent glass panels without warping stress on the glass. The shape and size of the support structure is small, it has a very high architectural lighting effect, and the cost of the main component materials is low, so the curtain wall structure has good economic performance.
Description
技术领域 technical field
本发明涉及一种建筑外维护结构,即一种单层柔性链杆支撑点支式玻璃幕墙结构,特别适用于建筑立面洞口大的部位中,对采光性及经济性要求特别高的玻璃幕墙系统。The invention relates to an external maintenance structure of a building, namely a single-layer flexible chain rod supporting point-supported glass curtain wall structure, which is especially suitable for glass curtain walls with large openings on building facades, which have particularly high requirements for lighting and economy. system.
背景技术 Background technique
在建筑立面洞口大的部位以往多采用单层索网点支式玻璃幕墙结构或钢桁架结构支撑点支式玻璃幕墙结构。In the past, the single-layer cable-net point-supported glass curtain wall structure or the steel truss structure supporting point-supported glass curtain wall structure was often used in the large opening of the building facade.
单层索网点支式玻璃幕墙结构具有极高的建筑采光效果,但是由于索材料价格昂贵、索的预拉力对主体结构有很大的负载而造成主体结构成本提高及由于其施工中多了一道施加预拉力工序而提高了施工成本,因此与其它玻璃幕墙结构相比其经济性能很差。The single-layer cable network point-supported glass curtain wall structure has a very high architectural lighting effect, but because the cable material is expensive, the pre-tension of the cable has a large load on the main structure, resulting in an increase in the cost of the main structure and due to an extra layer in its construction. The construction cost is increased by applying a pre-tensioning process, so its economic performance is poor compared with other glass curtain wall structures.
钢桁架结构支撑点支式玻璃幕墙结构施工周期比较短,经济性比较好。但是由于其支撑钢桁架结构外形几何尺寸比较大,杆件比较多,因此其采光效果较差。The steel truss structure supporting point-supported glass curtain wall structure has a shorter construction period and better economy. However, due to the relatively large geometric dimensions of its supporting steel truss structure and the large number of rods, its lighting effect is poor.
发明内容 Contents of the invention
本发明目的是提供一种新型的点支式玻璃幕墙结构,它采用单层柔性链杆支撑结构,具有极高的建筑采光效果及良好经济性能。The object of the present invention is to provide a new point-supported glass curtain wall structure, which adopts a single-layer flexible chain rod support structure, and has extremely high architectural lighting effects and good economic performance.
本发明的目的是这样实现的:它由幕墙的支撑结构和固定安装在支撑结构上的玻璃面板构成,其特征在于支撑结构采用单层柔性链杆支撑结构,单层柔性链杆支撑结构包括横向链杆和竖向链杆,横向链杆和竖向链杆分别通过销轴与转接件之间铰接,玻璃面板通过玻璃压板压装在转接件上,玻璃压板与转接件之间通过螺钉连接,在玻璃压板与玻璃面板之间装有橡胶垫板,相邻玻璃面板之间采用密封胶密封。The object of the present invention is achieved in this way: it consists of a curtain wall support structure and a glass panel fixedly installed on the support structure, and is characterized in that the support structure adopts a single-layer flexible chain rod support structure, and the single-layer flexible chain rod support structure includes a horizontal The chain rod and the vertical chain rod, the horizontal chain rod and the vertical chain rod are respectively hinged between the pin shaft and the adapter, the glass panel is pressed on the adapter through the glass pressure plate, and the glass pressure plate and the adapter are passed through Screw connection, a rubber backing plate is installed between the glass pressure plate and the glass panel, and a sealant is used to seal the adjacent glass panels.
本发明中的横向链杆和竖向链杆采用刚性杆件。The horizontal link and the vertical link in the present invention adopt rigid rods.
本发明的优点是:The advantages of the present invention are:
1、采用单层柔性链杆支撑结构,横向链杆之间和竖向链杆之间、以及横向链杆和竖向链杆之间通过转接件实现铰接,这种结构在承受平面外风及地震等荷载作用时,具有大变形几何非线性特征,在平面外变形后其内部所产生的内拉力与外力形成平衡系统;同时橡胶垫板可以吸收由于大变形所产生的相邻玻璃面板之间的角变位,而避免玻璃产生翘曲应力。1. A single-layer flexible chain rod support structure is adopted, and the horizontal chain rods and vertical chain rods, as well as the horizontal chain rods and vertical chain rods, are hinged through adapters. This structure can bear wind outside the plane. When loads such as earthquakes and earthquakes act, it has large deformation geometric nonlinear characteristics. After deformation outside the plane, the internal tension and external force generated inside form a balanced system; at the same time, the rubber backing plate can absorb the gap between the adjacent glass panels due to large deformation. Angular displacement between the glass to avoid warping stress.
2、由于单层柔性链杆支撑结构外形几何尺寸很小,因此本发明具有极高的建筑采光效果。2. Due to the small geometric size of the single-layer flexible chain rod support structure, the present invention has a very high architectural lighting effect.
3、由于单层柔性链杆支撑结构的主要构件材料成本低廉,并且结构不需要施加很大预拉力,因此本发明具有良好的经济性能。3. Since the material cost of the main components of the single-layer flexible link support structure is low, and the structure does not require a large pre-tensioning force, the present invention has good economic performance.
4、单层柔性链杆支撑结构各个构件外形几何尺寸较小,可以实现高温氟碳喷涂等各种高档的表面处理,横向链杆和竖向链杆可以作成各种几何形状,具有丰富的艺术表现力。4. The geometric dimensions of each component of the single-layer flexible chain rod support structure are small, and various high-end surface treatments such as high-temperature fluorocarbon spraying can be realized. The horizontal chain rods and vertical chain rods can be made into various geometric shapes, with rich artistic expressiveness.
附图说明 Description of drawings
图1是本发明的三维结构示意图。Fig. 1 is a schematic diagram of a three-dimensional structure of the present invention.
图2是图1的侧面视图。FIG. 2 is a side view of FIG. 1 .
图3是本发明的单层柔性链杆支撑结构A的三维结构示意图。Fig. 3 is a schematic three-dimensional structure diagram of a single-layer flexible link support structure A of the present invention.
图4是本发明的连接节点处的结构示意图。Fig. 4 is a schematic diagram of the structure at the connection node of the present invention.
图5是本发明的转接件的三维结构示意图。Fig. 5 is a three-dimensional structural schematic diagram of the adapter of the present invention.
图6是图5的俯视图。FIG. 6 is a top view of FIG. 5 .
图7是本发明中玻璃压板的三维结构示意图。Fig. 7 is a schematic diagram of a three-dimensional structure of a glass press plate in the present invention.
图8是本发明单层柔性链杆支撑结构受力前后原理图。Fig. 8 is a schematic diagram before and after stress of the single-layer flexible link support structure of the present invention.
具体实施方式 Detailed ways
下面结合具体实施例及其附图对本发明做进一步详细的说明。The present invention will be described in further detail below in conjunction with specific embodiments and accompanying drawings.
如图1、图2和图3所示,本发明的单层柔性链杆支撑点支式玻璃幕墙结构由支撑结构A和固定安装在支撑结构A上的玻璃面板6组成,支撑结构A包括有横向链杆2和竖向链杆1,横向链杆2和竖向链杆1均与转接件3连接,玻璃面板6通过玻璃压板7压装在转接件3上。As shown in Fig. 1, Fig. 2 and Fig. 3, the single-layer flexible chain rod support point-supported glass curtain wall structure of the present invention is composed of a support structure A and a
参照图4、图5和图6,可见转接件3的一侧为双铰链座13,上、下两个竖向链杆1插装在双铰链座13中,分别用销轴4连接,使竖向链杆1与转接件3之间形成铰接。转接件3的两侧有连接板14,横向链杆2的端部与连接板14通过销轴5连接,使横向链杆2与转接件3形成铰接。Referring to Fig. 4, Fig. 5 and Fig. 6, it can be seen that one side of the
如图4、图5和图7所示,玻璃面板6通过玻璃压板7压装在转接件3的侧面,转接件3的侧面带有螺纹孔,玻璃压板7和转接件3之间通过内六角螺钉11固定连接,在玻璃压板7和玻璃面板6之间装有橡胶垫板8、橡胶垫板9及橡胶垫板10,以上结构形成对玻璃面板的点支撑。As shown in Figure 4, Figure 5 and Figure 7, the
如图1和图4所示,相邻的玻璃面板6之间采用密封胶12密封。As shown in FIGS. 1 and 4 , a
本发明的单层柔性链杆支撑点支式玻璃幕墙结构在承受平面外风及地震等荷载作用时的受力分析如图8所示:玻璃面板6在承受平面外风及地震等荷载作用时把外力P直接传递给转接件3,竖向链杆1之间通过转接件3相连形成铰接连接,在受到玻璃传递过来的外力P的作用时,链杆1之间产生角变形,竖向链杆1内产生拉内力N,拉内力N在外力方向产生的分力Ny与玻璃面板6传递过来的外力P平衡。横向链杆2受力原理与竖向链杆1相同。The force analysis of the single-layer flexible chain rod supporting point-supported glass curtain wall structure of the present invention when it is subjected to loads such as wind and earthquakes outside the plane is shown in Figure 8: when the
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Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100462913A CN100410465C (en) | 2006-04-11 | 2006-04-11 | A point-supported glass curtain wall structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100462913A CN100410465C (en) | 2006-04-11 | 2006-04-11 | A point-supported glass curtain wall structure |
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| CN1827940A CN1827940A (en) | 2006-09-06 |
| CN100410465C true CN100410465C (en) | 2008-08-13 |
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| CNB2006100462913A Expired - Fee Related CN100410465C (en) | 2006-04-11 | 2006-04-11 | A point-supported glass curtain wall structure |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101929209B (en) * | 2008-11-28 | 2011-11-02 | 昆山引光奴电子科技有限公司 | Decorative curtain wall of LED photoelectric building |
| CN103104057B (en) * | 2011-11-11 | 2015-05-13 | 沈阳远大铝业工程有限公司 | Full-glass self-balance glass curtain wall |
| CN110593463A (en) * | 2019-08-02 | 2019-12-20 | 上海清宁环境规划设计有限公司 | Shockproof mounting structure of glass curtain wall |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0790964A (en) * | 1993-09-24 | 1995-04-04 | Shimizu Corp | Curtain wall connection structure |
| CN2545282Y (en) * | 2002-04-22 | 2003-04-16 | 珠海兴业玻璃装饰工程有限公司 | Curtain wall clamp |
| CN1488827A (en) * | 2002-10-11 | 2004-04-14 | 王广武 | External-frame interior-point type bombined curtain wall |
| CN2622278Y (en) * | 2003-01-28 | 2004-06-30 | 白宝鲲 | Fixation claw of pivot point type glass curtain wall |
| CN2737855Y (en) * | 2004-04-29 | 2005-11-02 | 珠海市晶艺玻璃工程有限公司 | Glass curtain wall and roofing rotary disc connecting parts |
| CN2743591Y (en) * | 2004-10-24 | 2005-11-30 | 白宝鲲 | Double pull base |
| CN2915986Y (en) * | 2006-04-11 | 2007-06-27 | 沈阳远大铝业工程有限公司 | Point-supported glass curtain wall structure |
-
2006
- 2006-04-11 CN CNB2006100462913A patent/CN100410465C/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0790964A (en) * | 1993-09-24 | 1995-04-04 | Shimizu Corp | Curtain wall connection structure |
| CN2545282Y (en) * | 2002-04-22 | 2003-04-16 | 珠海兴业玻璃装饰工程有限公司 | Curtain wall clamp |
| CN1488827A (en) * | 2002-10-11 | 2004-04-14 | 王广武 | External-frame interior-point type bombined curtain wall |
| CN2622278Y (en) * | 2003-01-28 | 2004-06-30 | 白宝鲲 | Fixation claw of pivot point type glass curtain wall |
| CN2737855Y (en) * | 2004-04-29 | 2005-11-02 | 珠海市晶艺玻璃工程有限公司 | Glass curtain wall and roofing rotary disc connecting parts |
| CN2743591Y (en) * | 2004-10-24 | 2005-11-30 | 白宝鲲 | Double pull base |
| CN2915986Y (en) * | 2006-04-11 | 2007-06-27 | 沈阳远大铝业工程有限公司 | Point-supported glass curtain wall structure |
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| CN1827940A (en) | 2006-09-06 |
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