测试网穹顶碎片

Hilodo O.Y., Arsiriy A.M., Korshak О.М., Kovtun V.P., Kitaiev A.A.
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引用次数: 0

摘要

测地线圆顶或网圆顶,也称为富勒圆顶,是一种球形结构。测地线圆顶很好地接受非对称载荷,特别是雪和风,具有高空气动力学,增加刚性和稳定性。需要注意的是,球体直径越大,其承载能力越大,这种圆顶的强度稍微取决于所使用的建筑材料。由于具有显著的优势,木网穹顶的设计和施工尚未普及。事实上,网状穹顶是具有大量元素的空间结构,因此需要大量的节点。穹顶的构件由销子、湿膜规、螺栓、木螺钉、订书钉、螺钉、钉子连接。在垫圈上使用粘合剂连接,也使用钢夹,带,覆盖层。然而,它们都有缺点,每个连接器的范围不同,它们的成本往往与圆顶元件的成本相当。我们提供一种通用连接器,用于连接任何角度的圆顶部件。由于这种结的技术决策的引入,大大简化了设计,减少了零件的数量,同时提高了其可制造性。为研究穹顶木胶板构件使用万向接头连接的操作,对其进行了试验研究。本研究的目的是:研究穹顶木构件与万能连接件在抽拔螺栓上自由旋转的旋转紧固件形式连接的实际运行情况,评估其强度和变形能力,评估在空间结构设计中使用这种连接的可能性。为了解决这些问题,我们测试了一个穹顶的全尺寸碎片,其中包括元素之间具有刚性邻接性的特征节点。
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TEST OF A NET DOME FRAGMENT
A geodesic or net dome, also known as a Fuller’s dome, is a spherical structure. Geodesic domes are well receptive to asymmetric loads, especially snow and wind, have high aerodynamics, increased rigidity and stability. It should be noted that the larger the diameter of the sphere, the greater its bearing capacity, and the strength of such dome slightly depends on the building materials used. With significant advantages, the design and construction of wooden net domes has not become widespread. The fact is that net domes are spatial structures with a large number of elements, which accordingly entails a large number of nodes. The elements of the dome are connected with dowels, wet film gauge, bolts, wood screws, staples, screws, nails. Adhesive connections on washers are used, also steel clamps, straps, overlays are applied. However, they all have disadvantages, the scope of each connector is different, and their cost is often comparable to the cost of the dome elements. We offer a universal connector for connecting dome parts at any angle. As a result of introduction of such technical decision of knot, we receive essential simplification of a design, reduction of quantity of components, at the same time with increase of its manufacturability. To study the operation of the joint of wooden glue-board elements of the dome with the use of a universal connector, its experimental studies were carried out. The purpose of the study: to study the actual operation of the connection of wooden parts of the dome with a universal connector in the form of rotating fasteners that rotate freely on the draw bolt, to assess its strength and deformability, to assess the possibility of using such a connection in the design of spatial structures. To solve the tasks, a full-scale fragment of the dome was tested, which includes characteristic nodes with rigid adjacency of elements to each other.
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THE FEATURES OF DETERMINATION OF SEISMIC LOADS ON STEEL SILOS WITH A FLAT BOTTOM ACCORDING TO DBN V.2.6-221:2021 REGARDING THE IMPROVEMENT OF CURRENT NORMATIVE DOCUMENTS FOR THE CALCULATION OF BENDING WOODEN ELEMENTS AND STRUCTURES THE DECREASE IN THE LEVEL OF CORROSION HAZARD IN THE RATIONAL DESIGN OF METAL STRUCTURES GENERALIZED MODEL OF THE ACTUAL WORK OF DECIDOUS AND CONIFEROUS WOOD UNDER AXIAL COMPRESSION ALONG THE FIBERS INFLUENCE OF BOLTED SPLICE CONNECTIONS ON THE GLOBAL BEHAVIOUR OF STEEL LATTICE TELECOMMUNICATION TOWERS
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