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61. 发明申请

WO00029682A1 DOME CONSTRUCTING METHOD 审中-公开
标题翻译：圆顶构造方法
公开(公告)号：WO00029682A1
公开(公告)日：2000-05-25
申请号：PCT/JP1999/006312
申请日：1999-11-12
IPC分类号： E04B1/32 , E04B1/35 , E04B1/34 , E04B1/102
CPC分类号： E04B1/3211 , E04B2001/3217 , E04B2001/3247 , E04B2001/3252 , E04B2001/3294
摘要： A dome constructing method comprising the steps of assembling a triangular frame, which is the fundamental unit for a polyhedral skeleton, by using three joints and three frame members with the three joints used as the apexes and the three frame members used as the sides and with the triangular frame in contact with the ground, assembling new triangular frames around the ground-contacting triangular frame by using similar frame members and joints, thereby assembling the polyhedral skeleton of a multipyramid, such as pentagonal pyramid or hexagonal pyramid, with one joint that is positioned at one apex in the ground-contacting triangular frame being used as the apex and with the ground-contacting triangular frame used as one surface, wherein each time the polyhedral skeleton for the multipyramid is thus assembled, the same is turned to bring a new triangular frame other than the ground-contacting triangular frame into contact with the ground and then the assembling operation is repeated to assemble a polyhedral skeleton, thus constructing a spherical dome.
摘要翻译：一种圆顶构造方法，包括以下三个步骤：通过使用三个接头和三个框架构件作为多面体骨架的基本单元组装三角形框架，三个关节用作顶点，三个框架构件用作侧面，并且与地面接触的三角形框架，通过使用类似的框架构件和接头在地面接触的三角形框架周围组装新的三角形框架，从而组装多棱锥的多面体骨架，例如五角锥或六角锥，其中一个接头是位于地面接触三角形框架中的一个顶点处，用作顶点，并将地面接触的三角形框架用作一个表面，其中每次多面体的多面体骨架因此被组装时，转而带来新的与地面接触的三角形框架之外的三角形框架与地面接触，然后重复组装操作组装多面体骨架，从而构成球形圆顶。

62. 发明申请

WO1998012398A1 DUAL NETWORK DOME STRUCTURE 审中-公开
标题翻译：双网络结构
公开(公告)号：WO1998012398A1
公开(公告)日：1998-03-26
申请号：PCT/US1997021376
申请日：1997-09-17
申请人： TEMCOR , LOPEZ, Alfonso, E.
发明人： TEMCOR
IPC分类号： E04B07/08
CPC分类号： E04B7/08 , E04B1/19 , E04B1/32 , E04B7/105 , E04B2001/1918 , E04B2001/1927 , E04B2001/193 , E04B2001/1936 , E04B2001/1963 , E04B2001/1981 , E04B2001/1984 , E04B2001/1987 , E04B2001/1993 , E04B2001/3247 , E04B2001/3252 , E04B2001/3294
摘要： A reticulated dome structure (20) has an inner structural network (24) and an outer structural network (26). Each network has structural members (34, 38) connected at junctions (36, 40) to form various shapes of dome structures including: vault, vault with rounded ends, triangular, stadium, intersecting vault, and spherical. The junctions have two plates (54, 56) with the structural members fastened (68) therebetween to form moment bearing junctions. Tubular braces (32) are connected according to a desired plan between outer network junctions and inner network junctions to establish a desired substantially parallel spacing between the networks and to transfer loads locally between the networks. The network members subdivide outer and inner surfaces into polygonal areas which are of a uniform kind in the outer network. The outer network openings can be closed by closure panels (29, 170) which laterally stabilize the outer network members to which they are connected and structurally enhance that network.
摘要翻译：网状圆顶结构（20）具有内部结构网络（24）和外部结构网络（26）。每个网络具有连接在连接处（36,40）处的结构构件（34,38），以形成各种形状的圆顶结构，包括：拱顶，具有圆形端部的拱顶，三角形，球场，相交的拱顶和球形。接头具有两个板（54,56），其中结构构件紧固在其间以形成矩轴承接合点。管状支架（32）根据外部网络连接点和内部网络连接点之间的期望平面进行连接，以在网络之间建立所需的基本平行的间距，并在网络之间本地传输负载。网络组件将外表面和内表面细分为在外网中具有均匀类型的多边形区域。外部网络开口可以通过横向稳定其所连接的外部网络构件的闭合面板（29,170）来封闭，并在结构上增强该网络。

63. 发明申请

WO1995017559A1 A STRUCTURAL FRAME OF ARCH AND ITS ASSEMBLY METHOD 审中-公开
标题翻译：建筑结构框架及其组装方法
公开(公告)号：WO1995017559A1
公开(公告)日：1995-06-29
申请号：PCT/CN1994000104
申请日：1994-12-23
申请人： LIU, Zhiwei
IPC分类号： E04B01/32
CPC分类号： E04B1/3205 , E04B2001/3247
摘要： A structural frame of arch is formed with a plurality of curved frame units in parallel arrangement, said curved frame units having butt joints (6) are connected in length by several straight bars (16) and the butt joint (6), said straight bars are connected in line at right angles with the curved frame units in order to form a truss, said curved frame units comprise curved bars (14) and tie members (11) and said curved bars are connected to form the curved frame units by the tie members (11) and the butt joints (6), the tension member (9) is provided between the curved frame units and the trusses.
摘要翻译：拱形结构框架以平行布置的多个弯曲框架单元形成，具有对接接头（6）的所述弯曲框架单元的长度通过几根直杆（16）和对接接头（6）连接，所述直杆与弯曲的框架单元成直角地连接以形成桁架，所述弯曲的框架单元包括弯曲的杆（14）和连接构件（11），并且所述弯曲的杆通过系带连接以形成弯曲的框架单元构件（11）和对接接头（6），张力构件（9）设置在弯曲框架单元和桁架之间。

64. 发明申请

WO1995007392A1 SPACE TRUSS DOME 审中-公开
公开(公告)号：WO1995007392A1
公开(公告)日：1995-03-16
申请号：PCT/US1993008443
申请日：1993-09-09
申请人： TEMCOR , RICHTER, Donald, L.
发明人： TEMCOR
IPC分类号： E04B01/32
CPC分类号： E04B1/3211 , E04B7/105 , E04B2001/3241 , E04B2001/3247 , E04B2001/3252 , E04B2001/3294
摘要： The basic shape of a large span dome (10) is defined by a primary network (20) of structural struts (15) which are so arranged between their junctions (16) that they fully triangulate the surface (13) of the dome. The struts throughout the network have substantially uniform cross-sectional dimensions which are defined with reference to strut loads encountered at and near the perimeter (37) of the dome. The central portion of the network is strengthenedto withstand snap-through of the dome by a truss system (30) comprised of a secondary network (35) of truss members (33) which lie in a secondary surface (31) which is inside the dome and is spaced from the dome's triangulated surface. The primary (20) and secondary (35) networks are tied together by tie members (36) which extend between connections (34) of the truss members and the strut junctions (16) and which lie in the planes of webs (25) of respective struts. The assembly of the tie members to the strut junctions can be achieved by use of the same fasteners (26) which connect the struts to their junctions.
摘要翻译：大跨度圆顶（10）的基本形状由结构支柱（15）的主网络（20）限定，其结构支柱（15）布置在它们的接合点（16）之间，使得它们完全三角化圆顶的表面（13）。整个网络中的支柱具有基本上均匀的横截面尺寸，其参考在圆顶的周边（37）处和附近遇到的支柱负载来限定。网络的中心部分被加强以通过由桁架构件（33）的辅助网络（35）组成的桁架系统（30）来承受穹顶的咬合，该桁架构件位于穹顶内的次表面（31）中并且与圆顶的三角形表面间隔开。主（20）和次级（35）网络通过在桁架构件和支柱接头（16）的连接（34）之间延伸并且位于桁架构件（16）的平面中的连接构件（36）各自的支柱。连接构件到支柱结的组装可以通过使用将支柱连接到它们的连接点的相同的紧固件（26）来实现。

65. 发明申请

WO1992011420A1 HYPERBOLIC PARABOLOID ROOF AND SIDEWALL SYSTEM 审中-公开
标题翻译： HYPERBOLIC PARABOLOID屋顶和小屋系统
公开(公告)号：WO1992011420A1
公开(公告)日：1992-07-09
申请号：PCT/US1991009593
申请日：1991-12-18
申请人： TULLY, Daniel, F.
IPC分类号： E04B01/32
CPC分类号： E04B1/3205 , E04B7/105 , E04B2001/3247 , E04B2001/3252 , E04B2001/3294
摘要： A hyperbolic paraboloid roof structure which has in combination rectilinear panels (10) tangentially attached to a frame of beams (11) each of whose top surfaces (11a) is a semicircular arc or segment thereof. The panels are assembled from prefabricated rectilinear subpanels (15, 16).
摘要翻译：一种双曲抛物面屋顶结构，其具有切向地附接到梁（11）的直立面板（10）的组合，每个梁的顶面（11a）是其半圆弧或其一部分。面板由预制的直线子面板（15,16）组装。

66. 发明申请

WO1988008940A1 BUILDING SYSTEM 审中-公开
标题翻译：建筑系统
公开(公告)号：WO1988008940A1
公开(公告)日：1988-11-17
申请号：PCT/SE1988000232
申请日：1988-05-05
申请人： SVENSSON, Lennart , SÖRENSEN, Ejvind
IPC分类号： F16S03/02
CPC分类号： F16B7/0486 , E04B1/3205 , E04B1/58 , E04B2001/3247 , F16B7/04
摘要： A building system for producing surface and/or volume bodies. The purpose is to create a building system, which with a few components can be combined to a plurality of different configurations. These tasks have been solved in that the system consists of a number of elongated elements in the shape of ladders (11) made from bendable material and incorporating spaced apart rungs (14) provided between mainly parallel stringers (13), that the ladders (11) by means of coupling member (12) are interconnectable, whereby each coupling member (12) incorporates firstly at least one central connection means (17), which is arranged to extend through the space between the ladder stringers (13) and secondly pressing means (18, 19; 23, 24) cooperating therewith for attachment of the coupling member (12) to at least one ladder (11).
摘要翻译：用于生产表面和/或体积体的建筑系统。目的是创建一个建筑系统，其中几个组件可以组合成多个不同的配置。已经解决了这些任务，因为该系统由许多由可弯曲材料制成的梯形（11）形状的细长元件组成，并且包括设置在主要平行的桁条（13）之间的间隔开的梯级（14），梯子（11）通过联接构件（12）可互连，由此每个联接构件（12）首先包括至少一个中心连接装置（17），其布置成延伸穿过梯子纵梁（13）之间的空间，并且第二按压装置（18,19; 23,24），用于将联接构件（12）附接到至少一个梯子（11）。

67. 发明公开

EP3303115A1 DISPOSITIFS ET PROCEDES DE FABRICATION POUR STRUCTURE FLOTTANTE DE GRANDES DIMENSIONS 审中-公开
标题翻译：用于大尺寸浮动结构的装置和方法
公开(公告)号：EP3303115A1
公开(公告)日：2018-04-11
申请号：EP16725114.9
申请日：2016-05-24
申请人： Dziewolski, Richard
发明人： Dziewolski, Richard
IPC分类号： B63B35/44
CPC分类号： B63B35/44 , B63B3/26 , B63B2035/4426 , B63B2035/4453 , E02B2017/0047 , E04B2001/3247 , H02S40/425
摘要： The present invention relates to a large-size floating structure which meets the needs for extending the activities of coastal towns. The architectural and technical design resulting from the present invention can accommodate several thousand inhabitants, while attracting many visitors and customers to live, work and enjoy varied leisure facilities. This energy-autonomous marine district, which is non-polluting and environmentally friendly, constitutes an example of sustainable development. Each component of the structure of the barge provides a maximum of functions: structural, functional, ecological and architectural. By concentrating all of the activities of a town in a single complex, it is easier and more economical to resolve all the problems of sustainable development and safety than in the habitat next to the coast.

68. 发明公开

EP2870303A4 BUILDING SYSTEM AND PANEL FOR A BUILDING SYSTEM 有权转让
标题翻译：建筑系统和薄板建筑系统
公开(公告)号：EP2870303A4
公开(公告)日：2016-04-20
申请号：EP13813157
申请日：2013-07-03
申请人： NEW BUILDING SYSTEMS PTY LTD
发明人： CARLESS GLEN
IPC分类号： E04B1/19 , A62C35/58 , E04B1/32 , E04B1/34 , E04B1/35 , E04B1/94 , E04B5/00 , E04C2/292 , E04C2/52 , E04F15/02 , E04H1/02 , E04H5/02 , F16L41/03 , F16L55/132
CPC分类号： E04B1/19 , A62C35/58 , E04B1/1903 , E04B1/1909 , E04B1/3211 , E04B1/34 , E04B5/00 , E04B2001/1927 , E04B2001/193 , E04B2001/1936 , E04B2001/199 , E04B2001/1993 , E04B2001/3247 , E04B2001/3252 , E04B2001/3583 , E04B2001/949 , E04C2/292 , E04C2/521 , E04H1/02 , E04H5/02 , F16L41/03 , F16L55/132
摘要： A building system comprising a plurality of tubes, a plurality of connection nodes comprising tubular sections for connection to the tubes, wherein the tubes are arranged to connect between the connection nodes to form a frame for a building, wherein at least one continuous cavity is formed through at least a portion of the nodes and tubes when the nodes and tubes are connected, the building system further comprising fluid tight seals between the tubes and connection nodes to enable fluid to flow through the at least one continuous cavity.

69. 发明授权

EP1954897B1 Verbindungsknoten für ein Raumtragwerk, insbesondere für eine geodätische Struktur 有权
标题翻译：连接节点为三维框架，特别是用于短程线结构
公开(公告)号：EP1954897B1
公开(公告)日：2011-09-21
申请号：EP06724789.0
申请日：2006-04-25
申请人： Schneider, Michael , Fulland, Carsten , Overschmidt, Gordian
发明人： Schneider, Michael , Fulland, Carsten , Overschmidt, Gordian
IPC分类号： E04B1/19
CPC分类号： F16B7/185 , E04B1/32 , E04B2001/193 , E04B2001/1963 , E04B2001/3247 , F16B21/09 , F16B37/044 , Y10T403/341 , Y10T403/443
摘要： The invention relates to a connection node (10, 20) for the erection of a three-dimensional framework (100), in particular a geodesic structure, wherein the connection node (10, 20) comprises at least one connection arrangement for connecting to other identical connection nodes (10, 20) by means of a predeterminable number (n) of basic structural elements (3) which engage on the respective connection node (10, 20). Provision is made for the connection node (10, 20) to be designed as a disc (4, 6) which comprises a predeterminable number (n) of keyholes (1n), through each of which passes a connecting means (5), and engages in a receiving element (3A) provided on the basic structural element (3n), with the result that each basic structural element (3n) is held rotatably in the first connection arrangement (5, 3A) formed and can be preadjusted, and thus fastened, at any predeterminable angles. The invention also relates to a three-dimensional framework (100), in particular a geodesic structure, which comprises a plurality of arrangeable basic structural elements (3n) which are fastened between the connection nodes (10, 20) to form the three-dimensional framework.

70. 发明公开

EP1593789A2 Knoten zum Verbinden von Stäben eines Flächentragwerks 有权
标题翻译： Knoten zum Verbinden vonStäbeneinesFlächentragwerks
公开(公告)号：EP1593789A2
公开(公告)日：2005-11-09
申请号：EP05103369.4
申请日：2005-04-26
申请人： Waagner-Biro Stahl-Glas-Technik AG
发明人： Sischka, Johann , Purer, Ludwig , Schmidt, Gerald , Schnebel, Peter , Nemeth, Zsolt
IPC分类号： E04B1/19 , E04B1/32
CPC分类号： E04B1/32 , E04B2001/3247 , E04B2001/3252 , E04B2001/3294
摘要： Gezeigt wird ein Knoten zum Verbinden von mehreren Stäben eines Flächentragwerks, wobei der Knoten die Form eines Sterns mit mehreren in einer Ebene angeordneten Armen (2) und ein Arm je zwei im Wesentlichen ebene Seitenflächen (3) aufweist sowie ein Flächentragwerk und entsprechende Dichtungen. Eine der beiden Seitenflächen eines ersten Armes des Knotens schließt mit der Ebene des Knotens einen anderen Winkel ein als die andere Seitenfläche des ersten Armes und/oder als eine der beiden Seitenfläche eines weiteren Armes. Da es besonders bei unregelmäßig gekrümmten Tragwerken zumindest an einem Ende eines Stabes zu einer erheblichen Verdrehung des Profils des Stabes gegenüber der Knotenebene aber auch den anderen ankommenden Stäben kommt, wird ein ordnungsgemäßer Anschluss nur dadurch gewährleistet, dass die Seitenwände der beiden Arme, zwischen die das Ende des Stabes eingeschoben wird, entsprechend dieser Verdrehung geneigt sind.
Das Dichtungselement zum Abdichten des Knotens und der daran befestigten Stäbe weist einen zentralen Bereich auf, der zumindest den Bereich des Schnittpunktes der Stäbe abdecken kann, sowie zumindest einen mit diesem zentralen Bereich durch zumindest eine Materialfalte, wie einen Faltenbalg, verbundenen Ausleger.
摘要翻译：用于连接面板支撑结构的几个杆的节点单元（1）包括臂（2）的星形构造，其平面侧表面（3）被定向成与单元的平面形成所需的角度。还包括独立索赔：（A）建议的节点单位和酒吧的区域支持结构; （B）用于节点单元的密封元件和与其连接的杆; （C）由这种密封元件组成的密封系统; （D）具有盖元件的区域支撑结构。

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