FRAME ASSEMBLY SYSTEM FOR GEODESIC FRAMED STRUCTURES
    1.
    发明公开
    FRAME ASSEMBLY SYSTEM FOR GEODESIC FRAMED STRUCTURES 审中-公开
    框架编排体系大地测量杆系结构

    公开(公告)号:EP2852712A1

    公开(公告)日:2015-04-01

    申请号:EP13729037.5

    申请日:2013-05-20

    IPC分类号: E04B1/32

    摘要: A node assembly for connecting a plurality of struts (10) in a framework (6) of a geodesic dome or other structure (2), comprising a hub (20) defining a toroidal retaining channel (42, 43) therewithin, and one or more retention elements (30a, 30b) each carried on or attachable to an end of a respective strut (10) and insertable into the retaining channel (42, 43). The hub (20) includes clamping means (24a, 24b) for clamping the or each retention element (30a, 30b) within the retaining channel (42, 43) once inserted therein, and the side walls defining the retaining channel (42, 43) in the hub (20) are configured and dimensioned such that the respective retention heads (32a, 32b) of the retention elements (30a, 30b) are substantially completely enclosed therein. The retention elements (30a, 30b) each preferably have a bifurcated retention head (32a, 32b) angled with respect to the main body (34) of the retention element for insertion into and retention within the retaining channel (42, 43) and pivotable therein to provide adjustment of the strut (10) before the clamping means (24a, 24b) are actuated to tighten and clamp the retention elements (30a, 30b) within the retaining channel (42, 43) in the hub (20). The system of node assemblies comprising hubs (20) and retention elements (30a, 30b) carried on the struts (10) allows for a simplified modular frame construction system based on a minimised number of different structural components. Once the frame is constructed, it may be clad by conventional means such as sheeting or discrete panels (120) of glass or plastics material anchored to the struts (10) via panel restraining devices (118, 130, 136).

    TRAGSTRUKTUR FÜR FREIFORMFLÄCHEN IN BAUWERKEN
    2.
    发明公开
    TRAGSTRUKTUR FÜR FREIFORMFLÄCHEN IN BAUWERKEN 有权
    TRAGSTRUKTURFÜRFREIFORMFLÄCHEN在BAUWERKEN

    公开(公告)号:EP2029822A2

    公开(公告)日:2009-03-04

    申请号:EP07718510.6

    申请日:2007-06-20

    申请人: Pottmann, Helmut

    IPC分类号: E04B1/19 E04B7/10

    摘要: Supporting structure (8) for curved envelope geometries in buildings consisting of support elements (4) which are each combined to form N-sided polygons (N=3,4,...) which span the envelope geometry and which each enclose a planar surface element (5), and the support elements (4) of adjacent N-sided polygons each form a common node region (3) in which the support elements (4) abut, and the plane of a surface element (5) and the respective planes of the surface elements (5) of two N-sided polygons which adjoin in non-parallel spatial directions lie in different planes in at least one portion of the envelope geometry. According to the invention, the support elements (4) in this portion each form 4- or 6-sided polygons, and the support elements (4) each have a longitudinal axis (L) which extends in a straight line between in each case two node regions (3) and runs parallel to the imaginary intersection line of the surface element planes associated with said portion, wherein the cross section of the support elements (4) normal to their longitudinal axis in each case has a relative twist angle of 0° along the entire longitudinal axis of the support element (4).

    摘要翻译: 用于在由支撑元件(4)构成的建筑物中的弯曲包络几何形状的支撑结构(8),支撑元件(4)各自组合以形成跨越包络几何形状并且每个包围平面的N边多边形(N = 3,4,...) 表面元件(5)和相邻N侧多边形的支撑元件(4)各自形成支撑元件(4)邻接的公共节点区域(3),并且表面元件(5)的平面和 在非平行空间方向上相邻的两个N侧多边形的表面元件(5)的相应平面位于包络几何结构的至少一部分中的不同平面中。 根据本发明,在该部分中的支撑元件(4)各自形成4或6边的多边形,并且支撑元件(4)各自具有纵向轴线(L),纵向轴线(L)分别在两个 (3)并且平行于与所述部分相关联的表面元件平面的假想相交线延伸,其中支撑元件(4)垂直于其纵向轴线的横截面分别具有0°的相对扭转角 沿着支撑元件(4)的整个纵向轴线。

    DUAL PRESSURE INFLATABLE STRUCTURE AND METHOD
    3.
    发明公开
    DUAL PRESSURE INFLATABLE STRUCTURE AND METHOD 审中-公开
    AUFBLASBARE DOPPELDRUCKSTRUKTUR UND VERFAHREN

    公开(公告)号:EP1915494A1

    公开(公告)日:2008-04-30

    申请号:EP06788765.3

    申请日:2006-07-28

    摘要: Embodiments include an inflatable support structure enclosing a region fillable by a fluid at a positive pressure above an atmospheric pressure. A flexible screen is attached to the support structure, a region between the flexible screen and the support structure fillable by a fluid at a negative pressure below the atmospheric pressure that holds the flexible screen in a shape suitable for image projection. A method according to embodiments includes inflating an inflatable support structure with a fluid at a positive pressure above an atmospheric pressure and removing fluid from a region between the support structure and a flexible screen attached to the support structure to hold the flexible screen in a shape suitable for image projection with the fluid at the negative pressure below the atmospheric pressure between the flexible screen and the support structure.

    摘要翻译: 实施例包括可膨胀的支撑结构,其围绕在大气压以上的正压力下由流体填充的区域。 柔性屏幕附接到支撑结构,柔性屏幕和支撑结构之间的区域可由在低于大气压力的负压力下的流体填充,该压力将柔性屏幕保持适于图像投影的形状。 根据实施例的方法包括使具有高于大气压力的正压力的流体膨胀可膨胀的支撑结构,并且从支撑结构和附接到支撑结构的柔性屏幕之间的区域移除流体,以将柔性屏幕保持在适合的形状 用于在柔性屏幕和支撑结构之间的负压下低于大气压的流体的图像投影。

    DUAL NETWORK DOME STRUCTURE
    5.
    发明公开
    DUAL NETWORK DOME STRUCTURE 失效
    带双网格穹顶形结构

    公开(公告)号:EP0928355A1

    公开(公告)日:1999-07-14

    申请号:EP97945651.0

    申请日:1997-09-17

    申请人: Temcor

    IPC分类号: E04B1 E04B7

    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.

    SPANNBARE FREILAGERNDE BOGENVORRICHTUNG UND SCHUTZDACH MIT EINER SOLCHEN
    6.
    发明公开
    SPANNBARE FREILAGERNDE BOGENVORRICHTUNG UND SCHUTZDACH MIT EINER SOLCHEN 失效
    伸展免费图片声明设备和住房这样的

    公开(公告)号:EP0795069A1

    公开(公告)日:1997-09-17

    申请号:EP96924731.0

    申请日:1996-08-07

    发明人: GERIG, Thomas

    IPC分类号: E04B1 E04H15

    摘要: An arch element (1') for protecting roofs has at least one tubular arch (2) held in the curved state by at least one brace (4). The ends of arch and brace (2, 4) are interconnected by end connectors (3). In order to keep the brace (2) out of the direct connection between both end connectors (3) and to guide it along the arch (2) at a certain distance thereof, a flat connecting part (5) is arranged between and joined to arch and brace (2, 4). By using three arches (2), two braces (4) designed as bracing booms, four fabric or plastic connecting surfaces (5) that join the braces (4) to the arches (2), and three spacers (10) that keep the outer arches (2) apart, an unsupported, dimensionally stable three-dimensional arch element (1') is obtained that may be used directly as a shade or associated to other arch elements to carry roof surfaces. By using arches (2), spacers (10) and end connectors (3) that can be plugged into each other, the arch element (1') may be dismounted.

    SPACE TRUSS DOME
    7.
    发明公开
    SPACE TRUSS DOME 失效
    RAUMFACHWERKKUPPEL

    公开(公告)号:EP0722525A4

    公开(公告)日:1996-09-11

    申请号:EP93923108

    申请日:1993-09-09

    申请人: TEMCOR

    发明人: RICHTER DONALD L

    IPC分类号: E04B1/32 E04B7/10 E04C3/00

    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: 大跨度穹顶(10)的基本形状由结构支柱(15)的主网(20)限定,结构支柱(15)的主网(20)布置在它们的接合部(16)之间,使得它们完全三角形化圆顶的表面(13)。 整个网络中的支柱具有基本均匀的横截面尺寸,其参照在穹顶的周边(37)处和附近遇到的支柱负载来限定。 网络的中心部分被强化以承受由桁架构件(33)的二级网络(35)组成的桁架系统(30)的穹顶的卡扣,桁架构件(33)位于穹顶内的次表面 并与圆顶的三角形表面隔开。 初级(20)和次级(35)网络通过在桁架构件的连接部(34)和支柱连接部(16)之间延伸并且位于腹板(25)的平面中的连接构件(36) 各自的支柱。 可以通过使用将支柱连接到它们的连接点的相同紧固件(26)来实现连接构件到支柱连接处的组装。

    Improvements in spherical buildings
    10.
    发明公开
    Improvements in spherical buildings 失效
    SphärischeGebäude。

    公开(公告)号:EP0267784A2

    公开(公告)日:1988-05-18

    申请号:EP87309947.7

    申请日:1987-11-11

    申请人: Solarsphere Inc.

    发明人: Sneyd, Douglas

    IPC分类号: F24F5/00 E04B1/32 E04H1/02

    摘要: A building (10) of generally spherical configuration has a lower portion and an upper portion and includes an outer skin (13) of first triangular panels and an inner skin (12) of second triangular panels. Substantially all of the panels are light-transmitting, and may be made of glass. Partitions extend from the lower to the upper portion of the building between the two skins and divide the inter-skin region into a plurality of sectors running from the lower to the upper portion of the building. Particulate insulative material (9) is provided, along with apparatus for selectively filling the sectors with insulative material by delivering insulative material to the upper ends thereof, and to selectively empty the sectors of insulative material by withdrawing insulative material from the bottom ends thereof. The building can be controlled in such a way as to allow open or empty sectors to track the sun in the winter, thus maximizing solar heating, and to face away from the sun in hot weather, thus minimizing overheating while allowing light entry.

    摘要翻译: 具有大致球形构造的建筑物(10)具有下部和上部,并且包括第一三角形面板的外皮(13)和第二三角形面板的内皮(12)。 基本上所有的面板都是透光的,并且可以由玻璃制成。 分区从建筑物的下部延伸到两个表层之间的上部,并且将皮肤间区域划分成从建筑物的下部延伸到上部的多个扇区。 提供颗粒绝缘材料(9)以及用于通过将绝缘材料输送到其上端来选择性地填充具有绝缘材料的扇区的装置,并且通过从其底端抽出绝缘材料来选择性地排空绝缘材料的扇形区域。 该建筑物可以通过这样一种方式进行控制,即允许露天或空白扇区在冬季追踪太阳,从而最大限度地提高太阳能供热,并在炎热的天气下远离太阳,从而最大限度地减少过热,同时允许光线进入。