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31. 发明授权

US3968190A Method of molding a spherical structure 失效
标题翻译：模制球形结构的方法
公开(公告)号：US3968190A
公开(公告)日：1976-07-06
申请号：US483372
申请日：1974-06-26
申请人： James L. Stewart
发明人： James L. Stewart
IPC分类号： E04B1/16
CPC分类号： E04B1/166
摘要： A substantially spherical shaped structure constructed of reinforced concrete poured in a plurality of courses, each course consisting of a horizontal substantially annular band extending completely around the structure. A series of forms are shaped and positioned so as to create two adjacent concentric annular arcuate surfaces, thus forming an inner and an outer wall between which a suitable structural material, such as concrete, in a fluid state may be poured and allowed to harden. Additional forms, substantially vertically above and arcuately continuous with the previous surfaces, are fastened to the first series of forms and again a suitable structural material is poured between the forms and allowed to harden above the previously hardened band. This procedure is repeated until the desired spherically shaped structure has been obtained. Because of the symmetrical nature of a spherical structure, the same forms used for the lower portion of the structure may also be reversed and used in constructing the upper portion.
摘要翻译：由多个梯级浇筑的钢筋混凝土构成的基本上球形的结构，每个过程由完全围绕结构延伸的水平基本上环形的带组成。一系列形状被成形和定位，以便产生两个相邻的同心环形弧形表面，从而形成内壁和外壁，在该内壁和外壁之间可以倾倒流体状态的合适的结构材料，例如混凝土，并使其硬化。基本上垂直于上方并且与之前的表面垂直连续的附加形式被固定到第一系列形式，并且再次将合适的结构材料倒入形式之间并允许在先前硬化的带上方硬化。重复该过程，直到获得所需的球形结构。由于球形结构的对称性质，用于结构的下部的相同形式也可以相反并用于构造上部。

32. 发明授权

US3767336A Apparatus for constructing building structures 失效
标题翻译：用于建筑建筑结构的装置
公开(公告)号：US3767336A
公开(公告)日：1973-10-23
申请号：US3767336D
申请日：1971-10-08
申请人： CASEY R
发明人： CASEY R
IPC分类号： B29C44/00 , E04B1/16 , E04G11/06 , B29D27/02
CPC分类号： B29C67/20 , E04B1/166 , E04G11/06 , Y10S264/72
摘要： A method and apparatus for constructing building structures of various desired geometric patterns comprising the steps of establishing a mold controllable in successive steps along a path corresponding to the desired geometric pattern, the mold having a surface shape corresponding to a segment of the desired geometric pattern; applying a building construction material in liquid or atomized form in abutment with said surface to which said building material solidifies to establish a segment of the building structure; temporarily retaining said mold in abutment with the applied construction material to support the applied construction material for a time period sufficient to permit said applied material to solidify sufficiently to be self sustaining; and repositioning the mold in successive positions along the geometric pattern and adjacent to a previously cured segment and applying said building material in abutment with said mold at each position.
摘要翻译：一种用于构造各种所需几何图案的建筑结构的方法和装置，包括以下步骤：沿着对应于期望的几何图案的路径在连续的步骤中建立模具，所述模具具有对应于所需几何图案的段的表面形状; 将建筑结构材料以液体或雾化形式施加在与所述建筑材料固化的所述表面邻接以建立建筑结构的段; 临时保持所述模具与所施加的建筑材料邻接以支撑所施加的建筑材料足够的时间段，以允许所述施加的材料足够固化以自我维持; 以及沿着所述几何图案并且与先前固化的部分相邻的连续位置重新定位所述模具，并且在每个位置处施加所述建筑材料与所述模具邻接。

33. 发明授权

US3389202A Method of forming shell roof structure 失效
标题翻译：形成屋顶结构的方法
公开(公告)号：US3389202A
公开(公告)日：1968-06-18
申请号：US52547466
申请日：1966-02-07
申请人： PURDUE RESEARCH FOUNDATION
发明人： WALING JOSEPH L
IPC分类号： E04B1/16 , E04B1/32 , E04B1/35
CPC分类号： E04B1/32 , E04B1/166 , E04B1/3533 , E04B2001/3217 , E04B2001/3264

34. 发明申请

US20170321438A1 Transverse Span Airform Structure 审中-公开
公开(公告)号：US20170321438A1
公开(公告)日：2017-11-09
申请号：US15146840
申请日：2016-05-04
申请人： Monolithic Constructors, Inc.
发明人： David B. South, JR.
IPC分类号： E04G11/04 , E04B1/32 , E04B1/16 , B29C65/00 , B29L31/10
CPC分类号： E04G11/045 , E02D27/02 , E04B1/166 , E04B1/169 , E04B1/3211 , E04B2001/3264
摘要： A transverse span for an airform membrane is disclosed that can include a material having a perimeter defined at least in part by a longitudinal edge having opposite ends that terminate at a base edge further defining the perimeter. The longitudinal edge can be configured to couple to a longitudinal edge of an adjacent transverse span of the airform membrane. The base edge can at least partially define a base perimeter of the airform membrane for coupling with a base support structure. The transverse span can also include a load compensated region with a length dimension and/or a width dimension reduced from an intended final dimension to compensate for stretch of the material when the airform membrane is inflated. In addition, the transverse span can include a flare region between the load compensated region and the base edge. The flare region can transition in the length dimension and/or the width dimension between the load compensated region and the base edge.

35. 发明授权

US09611662B2 Anchoring mechanisms for a Binishell 有权
公开(公告)号：US09611662B2
公开(公告)日：2017-04-04
申请号：US14663292
申请日：2015-03-19
申请人： Nicoló Bini
发明人： Nicoló Bini
IPC分类号： E04B1/34 , E04G11/04 , E04B1/32 , E04B1/16
CPC分类号： E04G11/045 , E04B1/166 , E04B1/32 , E04B2001/3264
摘要： Described is an assembly for erecting a reinforced structure of a hardening building material using a pneumoform. The assembly includes an anchor bar having a first portion secured to a foundation and a second portion; a clamp bar configured to be aligned with the second portion of the anchor bar; a fixation element configured to extend through the clamp bar and the second portion of the anchor bar; and a pneumoform having an outer perimeter incorporating a keder. The outer perimeter of the pneumoform is positionable within a space between the second portion of the anchor bar and the clamp bar such that upon locking the clamp bar to the anchor bar with the fixation element the keder is captured by the clamp bar creating a first seal and forming a fluid-tight internal volume configured to be inflated. Related assemblies and methods are described.

36. 发明申请

US20150361680A1 ANCHORING MECHANISMS FOR A BINISHELL 审中-公开
标题翻译：一个BINISHELL的锚定机制
公开(公告)号：US20150361680A1
公开(公告)日：2015-12-17
申请号：US14663292
申请日：2015-03-19
申请人： Nicoló Bini
发明人： Nicoló Bini
IPC分类号： E04G11/04 , E04B1/41 , E04B1/16
CPC分类号： E04G11/045 , E04B1/166 , E04B1/32 , E04B2001/3264
摘要： Described is an assembly for erecting a reinforced structure of a hardening building material using a pneumoform. The assembly includes an anchor bar having a first portion secured to a foundation and a second portion; a clamp bar configured to be aligned with the second portion of the anchor bar; a fixation element configured to extend through the clamp bar and the second portion of the anchor bar; and a pneumoform having an outer perimeter incorporating a keder. The outer perimeter of the pneumoform is positionable within a space between the second portion of the anchor bar and the clamp bar such that upon locking the clamp bar to the anchor bar with the fixation element the keder is captured by the clamp bar creating a first seal and forming a fluid-tight internal volume configured to be inflated. Related assemblies and methods are described.
摘要翻译：描述了一种用于使用气动模架来架设硬化建筑材料的增强结构的组件。组件包括具有固定到基座的第一部分和第二部分的锚杆; 夹持杆，其构造成与所述锚杆的所述第二部分对准; 固定元件，其构造成延伸通过所述夹紧杆和所述锚杆的第二部分; 以及具有结合keder的外周的气腹。气泡的外周可以在锚杆的第二部分和夹紧杆之间的空间内定位，使得当夹具用固定元件将固定杆锁定到锚杆上时，卡钳由夹紧杆捕获，产生第一密封以及形成被配置为膨胀的不流体密封的内部容积。描述相关组件和方法。

37. 发明申请

US20150292229A1 METHOD FOR PRODUCING A TOWER CONSTRUCTION FROM REINFORCED CONCRETE 有权
标题翻译：从加固混凝土生产塔式结构的方法
公开(公告)号：US20150292229A1
公开(公告)日：2015-10-15
申请号：US14438662
申请日：2013-10-28
申请人： TECHNISCHE UNIVERSITÄT WIEN
发明人： Johann Kollegger , Maria Charlotte Schönweger
IPC分类号： E04H12/34 , E04H12/12 , E04B1/16
CPC分类号： E04H12/341 , E04B1/166 , E04B1/167 , E04H12/12 , E04H12/342 , F03D13/20 , Y02E10/728
摘要： The invention relates to a method for producing a tower construction (1) from reinforced concrete having at least one cavity (35) that extends in the longitudinal direction within, wherein essentially initially there are arranged along a periphery (12) of the tower construction (1) double-wall elements (2), each comprising an external plate (3) as well as an internal plate (4) in vertical or inclined position, forming vertical external joints (5) as well as vertical internal joints (6) between the external plates (3) and the internal plates (4), wherein the double-wall elements (2) are secured against toppling over in their position arranged next to each other, wherein subsequently there is installed a reinforcement (9) in the area of the vertical external joints (5) in-between the external plates (3) as well as the vertical internal joints (6) in-between the internal plates (4), followed by the vertical external joints (5) and the vertical internal joints (6) in-between the double-wall elements (2) being suitably closed and the double-wall elements (2) being filled using filling concrete (23). This is repeated as often as necessary until a desired overall height of the tower construction (1) is obtained.
摘要翻译：本发明涉及一种用于从钢筋混凝土制造塔架结构（1）的方法，所述钢筋混凝土具有沿纵向方向延伸的至少一个空腔（35），其中基本上最初沿塔架结构的周边（12） 1）双壁元件（2），每个包括一个垂直或倾斜位置的外部板（3）和内部板（4），形成垂直的外部接头（5）以及垂直的内部接头（6）外部板（3）和内部板（4），其中双壁元件（2）被固定以抵抗彼此相邻布置的位置，其中随后在该区域中安装有加强件（9）外部板（3）之间的垂直外部接头（5）以及内部板（4）之间的垂直内部接头（6），其后是垂直外部接头（5）和垂直内部接头关节（6）在双层之间 l元件（2）被适当地关闭，并且使用填充混凝土（23）填充双壁元件（2）。经常需要重复这一点，直到获得塔架结构（1）的期望的整体高度。

38. 发明授权

US08256178B2 Flexible brick plate for building architectural elements, and method for manufacturing said plate 有权
标题翻译：用于建筑建筑元素的柔性砖板，以及制造所述板材的方法
公开(公告)号：US08256178B2
公开(公告)日：2012-09-04
申请号：US12599572
申请日：2008-04-30
申请人： Vicente Sarrablo Moreno
发明人： Vicente Sarrablo Moreno
IPC分类号： E04F13/08
CPC分类号： E04F13/0862 , B28B19/0053 , B28B19/0069 , E01C5/04 , E01C9/004 , E01C2201/167 , E04B1/166 , E04B1/3205 , E04B5/043 , E04B5/21 , E04B5/36 , E04B5/38 , E04B5/43 , E04B5/44 , E04F15/02 , E04F15/16 , Y10T29/49826
摘要： A flexible brick plate including a plurality of flexible interwoven rods forming a mesh, and a plurality of bricks provided with fastening shapes coupled to at least some of the rods in order to retain the bricks in the mesh. Optionally, the plate is designed to be placed with one side thereof against a formwork and to receive a binding agent from and on the other side thereof. The manufacturing method includes crossing and interweaving warp rods and weft rods to form a mesh, arranging at the same time rows of bricks in the mesh between the weft rods, and coupling fastening shapes formed in the bricks with at least some of the warp or weft rods.
摘要翻译：一种柔性砖板，其包括形成网状物的多个柔性交织杆，以及多个砖，其具有联接到至少一些杆的紧固形状，以将砖保持在网中。可选地，板被设计成以其一侧放置在模板上并从其另一侧接收粘合剂。制造方法包括交织和交织经线和纬纱以形成网格，同时布置纬纱之间的网格中的砖块，以及形成在砖中的至少一些经线或纬纱的联接紧固形状杆

39. 发明授权

US07727430B1 Snow shelter maker—an apparatus and method for creating a shelter based on a horizontal surface of revolution 有权
标题翻译：防雪棚制造商 - 一种基于水平旋转表面创建遮蔽物的设备和方法
公开(公告)号：US07727430B1
公开(公告)日：2010-06-01
申请号：US12395670
申请日：2009-03-01
申请人： William L. Wilson
发明人： William L. Wilson
IPC分类号： E04B1/16 , E04B1/32 , E04B1/00
CPC分类号： E04B1/00 , E04B1/166 , E04B1/32 , E04B1/3211 , E04B2001/3258
摘要： A method and apparatus for constructing a snow shelter are disclosed. A slip form allows snow or ice crystals to be compacted in situ in large continuous blocks. Each block is built upon the previous as the slip form is rotated incrementally around a generally horizontal axis (175). The slip form is a convex shape. The convex shape, or profile, is tailored to the size and shape of the shelter desired. The resulting shape of the snow shelter is a surface of revolution of the profile of the slip form around a horizontal axis. Variations of the shelter's shape are explained herein. Various embodiments are described herein. Some of the advantages of the embodiments include: faster and more efficient construction, simple operation, and tailored size and shape of the finished shelter.
摘要翻译：公开了一种用于构造防雪棚的方法和装置。滑动形式允许在大的连续块中原位压实雪或冰晶体。每个块都是基于之前的，因为滑动形式围绕大体上水平的轴线（175）逐渐旋转。滑动形状为凸形。凸形或轮廓根据所需的防护罩的尺寸和形状而定制。所形成的防雪棚形状是围绕水平轴线的滑动轮廓轮廓的表面。这里解释了避难所的形状的变化。本文描述了各种实施例。实施例的一些优点包括：更快更有效的构造，简单的操作以及完成的遮蔽物的尺寸和形状。

40. 发明授权

US4683689A Modular reinforced building structure and method 失效
标题翻译：模块化增强建筑结构与方法
公开(公告)号：US4683689A
公开(公告)日：1987-08-04
申请号：US864874
申请日：1986-05-20
申请人： Albert D. Loggy
发明人： Albert D. Loggy
IPC分类号： E04B1/16 , E04B7/10 , E04B1/32
CPC分类号： E04B1/166 , E04B7/102
摘要： A modular reinforced concrete building is in a generally elongated hexagonal shape, with a roof having peaks at both ends of the building and sloping downwardly toward the central portion of the building from such peaks to form a concave ridge. The building is constructed on temporary, removable frames by forming metal lath over a roof frame in the desired shape of the roof. Wall metal lath then is suspended from the roof and extends downwardly into a foundation ditch. Temporary sheeting is placed against the underside of the roof metal lath and the outside of the wall metal lath. Concrete then is poured into the foundation ditch, into which the wall metal lath extends, to anchor the lower edges of the walls in the foundation. Concrete is applied to the wall metal lath and, after that has hardened sufficiently, the roof is covered with concrete applied from above. After the concrete hardens, the temporary sheeting material and the supporting framework are removed.
摘要翻译：模块化钢筋混凝土建筑物为大致细长的六边形形状，屋顶在建筑物的两端具有顶部，并从建筑物的中心部分向下倾斜，形成凹脊。该建筑物通过在屋顶框架上形成金属板条构造在临时的可拆卸框架上，形成所需的屋顶形状。墙壁金属板条然后从屋顶悬吊并向下延伸到基础沟槽中。临时板材放置在屋顶金属板条的下侧和墙壁金属板条的外侧。混凝土然后被倒入基础沟，墙壁金属板条延伸到其中，以锚固基础中墙壁的下边缘。将混凝土施加到墙壁金属板条上，然后充分硬化，屋顶被从上面施加的混凝土覆盖。在混凝土硬化之后，将临时薄板材料和支撑框架移除。

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