公开(公告)号：WO01002657A1

公开(公告)日：2001-01-11

申请号：PCT/GB2000/002419

申请日：2000-07-06

IPC: E04B1/20 ,  E04B1/32 ,  F24F7/00

CPC classification number: E04B1/3211 ,  E04B1/20 ,  E04B2001/3217 ,  E04B2001/3241 ,  E04B2001/3247 ,  E04B2001/3264 ,  E04B2001/3294 ,  F24F2007/001

Abstract: The present invention provides a space frame structure, such as a dome, for covering an open space, which structure is assembled from beam members which intersect at rigid node joints. The beam members and other structural components used in the skeleton of the space frame are made from pre-cast concrete which has not been subjected to pre-tensioning and the rigid node joints ar formed in situ, for example by casting concrete joints incoroporating the ends of beam members. The loads imposed by the weight of the beam members on the beams and the node joints effectively simulate pre-stressing of the components which act within the assembled structure as pre-stressed concrete. The invention also provides a method for fabricating a space frame structure made from pre-cast concrete beams and other components.

Abstract translation: 本发明提供一种用于覆盖开放空间的诸如圆顶的空间框架结构，该结构由在刚性节点处相交的梁构件组装。 用于空间框架骨架的梁构件和其他结构部件由未经受预张力的预制混凝土制成，刚性节点接头原位形成，例如通过铸造混凝土接头 的梁构件。 通过梁构件在梁和节点接头上的重量施加的载荷有效地模拟作为预应力混凝土在组装结构内作用的部件的预应力。 本发明还提供一种制造由预制混凝土梁和其他部件制成的空间框架结构的方法。

公开(公告)号：WO1997028485A1

公开(公告)日：1997-08-07

申请号：PCT/US1997000593

申请日：1997-01-21

Applicant: ALTERNATE REALITIES CORPORATION ,  ZOBEL, Richard, W., Jr. ,  BENNETT, David, T. ,  IDASZAK, Raymond, L. ,  KOVACH, Dennis

Inventor： ALTERNATE REALITIES CORPORATION

IPC: G03B21/58

CPC classification number: E04B1/3544 ,  E04B1/3211 ,  E04B1/3527 ,  E04B7/102 ,  E04B2001/3217 ,  E04B2001/3276 ,  E04B2001/3288 ,  E04H5/00 ,  G03B21/56 ,  G03B21/58

Abstract: A multi-piece dome is constructed from a plurality of rigid panels and configured to receive a hemispherical optical projection on a truncated spherical inner surface. The inner view surface has a predetermined retroreflectivity. The multi-piece dome is lightweight, portable, self-supporting, and easily assembled, disassembled and transported from one location to another.

Abstract translation: 多片圆顶由多个刚性面板构成，并构造成在截顶球面内表面上接纳半球形光学投影。 内视图表面具有预定的后向反射率。 多件式圆顶是轻便，便携，自支撑，并且易于组装，拆卸和从一个位置运输到另一个位置。

公开(公告)号：WO1995028538A1

公开(公告)日：1995-10-26

申请号：PCT/US1994004317

申请日：1994-04-19

Applicant: GILES, Brian, C.

IPC: E04G21/00

CPC classification number: E04B1/3211 ,  E04B2001/3217 ,  E04B2001/3264

Abstract: A method of constructing curvilinear structures utilizes an armature mast (12), an armature boom (14) having a vertically and horizontally rotatable arm (18) terminating in a reinforcing rod (rebar) tying guide (20), and associated hardware. The tying guide (20) is aligned with a piece of vertical rebar (50), and a separate piece of horizontal rebar (60) is placed adjacent and generally perpendicular to the vertical rebar (50) securing thereto. The tying guide (20) is then moved to engage an adjacent piece of vertical rebar (50), and the horizontal piece is bent inward for securing thereto. As the armature boom (14) is moved about the mast (12) and progressively raised, further vertical and horizontal pieces of rebar can be brought into juxtaposition and secured, thus generating a non-planar grid (92) of rebar and other desired rebar weaves (crossing patterns). An impermeable layer (80) is placed over the grid (92), and a hardening material is applied to form a rigid shell.

Abstract translation: 一种构造曲线结构的方法利用电枢桅杆（12），具有垂直和水平可旋转臂（18）的衔铁臂（14），其终止于加强杆（钢筋）捆扎引导件（20）中，以及相关联的硬件。 捆扎引导件（20）与一块垂直钢筋（50）对准，并且一个单独的水平钢筋（60）被放置成与固定到其上的垂直钢筋（50）相邻并且大致垂直。 然后将捆扎引导件（20）移动以接合相邻的垂直钢筋（50），并且水平件向内弯曲以固定到其上。 当电枢臂（14）围绕桅杆（12）移动并逐渐升高时，可以将更多的垂直和水平的钢筋片并入并固定，从而产生钢筋和其它所需钢筋的非平面网格（92） 编织（交叉图案）。 将不透水层（80）放置在网格（92）上方，施加硬化材料以形成刚性壳体。

公开(公告)号：WO2011060659A1

公开(公告)日：2011-05-26

申请号：PCT/CN2010/076514

申请日：2010-08-31

Applicant: 徐玉平

Inventor： 徐玉平

IPC: E04B1/35 ,  E04B1/342

CPC classification number: E04B1/3205 ,  E04B1/1906 ,  E04B2001/1927 ,  E04B2001/196 ,  E04B2001/3217 ,  E04B2001/3235

公开(公告)号：WO02020921A1

公开(公告)日：2002-03-14

申请号：PCT/CH2001/000510

申请日：2001-08-20

IPC: E04B1/32 ,  E04G11/04

CPC classification number: E04G11/04 ,  E04B1/3211 ,  E04B2001/3217 ,  E04B2001/3264 ,  E04B2001/3276 ,  E04B2001/3288

Abstract: Shuttering elements (1, 20) for the construction of a hemispherical building are disclosed, comprising webs (10) along the side edges (4, 5) thereof. The webs (10) project from the underside (8) of the shuttering element (1, 20), facing what is to become the building interior (36). The individual shuttering elements (1, 20) may be connected using the webs (10), by means of quick-fasteners (12, 13) to produce the complete shuttering and are multiply re-usable. The invention further relates to a method for the construction of a hemispherical building.

Abstract translation: 为（1，20），提出了一个半球形的建筑模板元件，其沿着侧边缘（4,5）腹板（10）具有的构造。 腹板（10）超出面对所述模板元件（1，20）的下侧（8）的建筑物（36）的后内部。 各个模板元件（1，20）经由腹板（10）通过快速释放的紧固件（12，13）的装置，以总模板连接并重复使用多次。 此外，构建一个半球形建筑物提出了一种方法。

公开(公告)号：WO99002795A1

公开(公告)日：1999-01-21

申请号：PCT/AU1998/000517

申请日：1998-07-03

IPC: B21D5/08 ,  B21D11/20 ,  E04B1/32 ,  E04B7/08 ,  E04B7/10 ,  E04H7/30 ,  E04C2/30 ,  B21D11/22 ,  B21D13/02 ,  B21D13/10 ,  B21D37/10 ,  B21D37/12 ,  E04C2/32 ,  E04C2/38 ,  E04C2/40

CPC classification number: E04B7/102 ,  B21D5/08 ,  B21D11/20 ,  E04B1/3205 ,  E04B7/08 ,  E04B2001/3217 ,  E04B2001/3276 ,  E04B2001/3288 ,  E04H7/30

Abstract: This invention relates to sheet metal buildings of relatively large size and more particularly but not exclusively to processes and apparatus for cold-forming elongate building elements of such buildings and methods of building construction. The invention provides in one aspect cold-forming dies (30), mounted on intermediate transverse members (21) of a frame (1), comprising a set of coextensive generally in register dies between which the strip is received. The set comprises a male die (22) having a concave leading edge (24) and a female die (23) having a convex leading edge (18). The male die (22) and female die (23) are driven towards one another to plastically deform the strip (6) into a channel section. The concave leading edge (24) is provided with a coextensive protrusion (26) and the convex leading edge is provided with a coextensive recess (27). At the same time that the dies (22, 23) mate to plastically deform the strip (6) into a channel section the protrusion (26) and recess (27) of the respective dies (22, 23) mate to form a transverse rib (28) in the strip (6).

Abstract translation: 本发明涉及相对较大尺寸的钣金建筑物，更具体地但不仅限于这些建筑物的冷成型细长建筑构件的处理和装置以及建筑结构的方法。 本发明在一个方面提供了一种安装在框架（1）的中间横向构件（21）上的冷成型模具（30），其包括通常在对准模具中共同延伸的一组，在该模具之间容纳条带。 该组件包括具有凹形前缘（24）的阳模（22）和具有凸形前缘（18）的阴模（23）。 阳模（22）和阴模（23）彼此相对驱动，以将条（6）塑性变形成通道部分。 凹入的前缘（24）设置有共同延伸的突起（26），并且凸出的前缘设置有共同延伸的凹部（27）。 在模具（22,23）同时将条带（6）塑性变形成通道部分的同时，相应模具（22,23）的突起（26）和凹部（27）配合形成横肋 （6）中的（28）。

公开(公告)号：WO1986006123A1

公开(公告)日：1986-10-23

申请号：PCT/JP1985000732

申请日：1985-12-28

Applicant: OHBAYASHI-GUMI, LTD. ,  AOYAGI, Toru ,  KAWAGUCHI, Akihisa ,  ADACHI, Toshio ,  YAMANAKA, Shigeki

Inventor： OHBAYASHI-GUMI, LTD.

IPC: E04B01/32

CPC classification number: E04B7/166 ,  E04B1/3211 ,  E04B7/105 ,  E04B2001/3217 ,  E04B2001/3235 ,  E04B2001/3241 ,  E04B2001/3252

Abstract: A dome roof for a large-scale structure, such as a stadium. In order that the dome roof can be opened and closed partially in accordance with the external environmental conditions including weather, it is formed of a fixed dome roof portion (16) with an opening (18) at the central section thereof and fastened at the outer circumferential section thereof to an outer wall (10) of a structure, and a plurality of movable roof units (28) each of which is so shaped that one of a plurality of divisions of this opening (18) can be closed therewith, and each of which is joined pivotably at one end thereof to the portion of the fixed roof portion (16) which is in the vicinity of the circumferential section of the opening (18). The opening (18) can be opened and closed by turning these movable roof units (28). The fixed roof portion (16) of the openable dome roof is constructed by pivotably fixing one end portion of each roof structural member (6) to the upper end of an upper wall of a structure (62), combining the end portions, which are on the side of the central opening, of these roof structural members in the shape of a ring by a compressed ring beam, and then raising the roof structural members (64) by a tensile member (76) until they have attained a predetermined angle of inclination.

Abstract translation: 一个大型结构的圆顶屋顶，如体育馆。 为了根据包括天气在内的外部环境状况部分地打开和关闭圆顶屋顶，它由固定的圆顶屋顶部分16形成，在其中央部分具有开口18并且紧固在外部 其周向部分连接到结构的外壁（10），以及多个活动屋顶单元（28），每个活动屋顶单元（28）的形状使得该开口（18）的多个分隔中的一个可以与其封闭，并且每个 其一端可枢转地接合到位于开口（18）的圆周部分附近的固定屋顶部分（16）的部分。 可以通过转动这些可动屋顶单元（28）来打开和关闭开口（18）。 可开启的圆顶屋顶的固定屋顶部分（16）通过将每个屋顶结构构件（6）的一个端部可枢转地固定到结构（62）的上壁的上端而构成，组合了这些端部 在中心开口侧，通过压缩环梁将这些屋顶结构构件形成为环形，然后通过拉伸构件（76）将屋顶结构构件（64）提升到达预定角度 倾角。

公开(公告)号：WO2010002233A1

公开(公告)日：2010-01-07

申请号：PCT/MX2009/000056

申请日：2009-06-11

Applicant: LOBO MORALES, Rodrigo ,  O'FARRILL GONZALEZ, Patricio ,  DAVILA BARRIENTOS, Daniel

Inventor： LOBO MORALES, Rodrigo ,  O'FARRILL GONZALEZ, Patricio ,  DAVILA BARRIENTOS, Daniel

IPC: E04B1/35 ,  E04B2/84 ,  E04G11/04

CPC classification number: E04B1/3205 ,  E04B2/842 ,  E04B2001/3217 ,  E04B2001/3264

Abstract: La presente invención se refiere a viviendas de ferrocemento con geometrías semicirculares óptimas o similares construidas a base de mortero ligero estructural y/o mortero celular, en la que la curvatura óptima en conjunto con el mortero ligero estructural y/o mortero celular le confiere características sorprendentes de resistencia térmica, acústica y estructural mejoradas. Estas viviendas pueden edificarse utilizando diferentes tipos de cimbras como lo son mallas metálicas, mallas electrosoldadas, plásticas, de madera, de poliestireno, de polietileno, fibras cortas, mediana y largas de materiales diversos que substituyen al acero de refuerzo, de fibra de vidrio, de paneles por ejemplo de panel tipo covintec, panel W, panel mexalit, panel monolito, etc., y moldes plásticos, por ejemplo de polietileno, PVC, ABS, fibra de vidrio o cualquier material disponible en el mercado que pueda servir como molde o cimbra.

Abstract translation: 本发明涉及具有最佳半圆形或类似的铁路住宅，其使用轻质结构砂浆和/或细胞砂浆构造，其中最佳曲率与轻质结构砂浆和/或细胞砂浆一起提供令人惊奇和改进的结构声学 电阻和耐热性能。 所述住宅可以使用不同类型的拱形脚手架，例如线网，电焊网和由塑料，木材，聚苯乙烯，聚乙烯，不同材料的短纤维，中长纤维制成的网格，而不是钢筋，玻璃纤维，面板等。 Covintec面板，W面板，Mexalit面板或单片面板等，以及例如由聚乙烯，PVC，ABS，玻璃纤维或市场上可用作模具或其他材料的任何其它材料制成的塑料模具 拱形脚手架

公开(公告)号：WO2002086250A1

公开(公告)日：2002-10-31

申请号：PCT/JP2001/003284

申请日：2001-04-17

Applicant: 有限会社 新妻欣美建築研究所 ,  新妻欣美

Inventor： 新妻欣美

IPC: E04B1/32

CPC classification number: E04B1/3211 ,  E04B2001/3217 ,  E04B2001/3247 ,  E04B2001/3294

Abstract: A method of constructing a spherical dome (or polygonal dome) almost by a low layer assembly, comprising the steps of constructing the top frame of the dome to be constructed on a base, lifting the top frame to a specified height, constructing a lower frame between the lower peripheral edge of the top frame and the surface of the base, further lifting the frame to a specified height, constructing the lower frame between the lower peripheral edge of the frame and the surface of the base, repeating the construction and lifting of the frame required times so as to construct all frames of the dome, and then finishing the exterior and interior of the dome.

Abstract translation: 一种几乎由低层组件构造球形圆顶（或多边形圆顶）的方法，包括以下步骤：构造要在基座上构造的圆顶的顶部框架，将顶部框架提升到指定高度，构造下部框架 在顶部框架的下周缘和基座的表面之间，进一步将框架提升到指定的高度，在框架的下周边边缘和基座的表面之间构造下框架，重复构造和提升 框架需要时间，以构建圆顶的所有框架，然后完成圆顶的外部和内部。

公开(公告)号：WO1992018730A1

公开(公告)日：1992-10-29

申请号：PCT/GB1992000635

申请日：1992-04-09

Applicant: DOWTY HOYBOND LIMITED ,  JACKSON, David, Hayes ,  JONES, Peter, Michael

Inventor： DOWTY HOYBOND LIMITED

IPC: E04H15/36

CPC classification number: E04H15/36 ,  E04B1/3205 ,  E04B2001/3217 ,  E04B2001/3241

Abstract: An erectible and collapsible arched structure comprises a plurality of segments (1) which are connected end-to-end so as to extend longitudinally as an arched form in an upright plane when erected, a hinge connection (5) being provided between adjacent segments (1) with a hinge axis (X-X) that extends laterally of said upright plane, abutment means (6, 7, 8) being provided at the ends of adjacent segments spaced inwardly of the hinge axis (X-X) towards the underside of the arched form so as to cooperate in compression when the arched structure is erected, and a cable (10) extending longitudinally of the arched structure between end segments thereof along a path spaced inwardly of the hinge axes (X-X) and cooperating with each segment (1) so that when tensioned it holds the structure in its erected arched form. The cable returns across a chord of the arch to one end provided with a winch (13). Restraining ties (6) are provided between adjacent ends of the segment so as to limit the hinging action when the structure is collapsed.

Abstract translation: 可弯曲和可折叠的拱形结构包括多个段（1），所述多个段（1）在竖立时以直立平面的方式纵向延伸成纵向延伸;铰链连接（5）设置在相邻段之间 1），其具有在所述直立平面的横向延伸的铰链轴线（XX），邻接装置（6,7,8）设置在相对于铰链轴线（XX）向内突出的相邻节段的端部，朝向拱形形状的下侧 以便当拱形结构竖立时协同压缩;以及电缆（10），其沿着沿铰链轴线（XX）向内间隔并与每个段（1）配合的路径在其端部段之间沿拱形结构的纵向延伸，因此 当张紧时，它将结构保持在其竖立的拱形形式。 电缆返回到拱顶的弦上，一端设有绞盘（13）。 在节段的相邻端部之间设置限制带（6），以便当结构折叠时限制铰接动作。