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31. 发明授权

US06647673B2 Standardized arched jamb assembly and method 失效
标题翻译：标准化的拱门组装和方法
公开(公告)号：US06647673B2
公开(公告)日：2003-11-18
申请号：US09954683
申请日：2001-09-11
申请人： Richard J. Smerud
发明人： Richard J. Smerud
IPC分类号： E04B132
CPC分类号： E06B3/984 , E04C3/42 , E04C3/46 , E06B1/006
摘要： A standardized arched jamb assembly includes an arched jamb member and a pair of opposite upright jamb members with angled cuts made at opposite ends of the arched jamb member and upper end portions of the upright jamb members where the arched jamb member meets and interfaces with the upright jamb members to form the arched jamb assembly. The angled cuts are two-sided and have substantially the same standard angular configurations, irrespective of variations in the radii of curvature of upper arched jamb members used with upright jamb members to provide wall openings of different widths. The two-sided angled cuts are preferably standard right-angled notches and end cuts.
摘要翻译：标准化的拱形侧柱组件包括拱形侧柱构件和一对相对的直立侧柱构件，其具有在拱形侧柱构件的相对端部处形成的成角度的切口和竖立侧柱构件的上端部分，其中拱形侧柱构件与立柱侧柱组成，形成拱形的边框大会。角度切割是双面的并且具有基本上相同的标准角度构造，而不管与竖直侧柱构件一起使用的上拱形侧柱构件的曲率半径的变化，以提供不同宽度的壁开口。双面成角度切割优选是标准的直角凹口和端部切口。

32. 发明授权

US06634152B1 Collapsible metal truss 失效
标题翻译：可折叠金属桁架
公开(公告)号：US06634152B1
公开(公告)日：2003-10-21
申请号：US10075061
申请日：2002-02-13
申请人： David Pilkinton
发明人： David Pilkinton
IPC分类号： E04B132
CPC分类号： E04C3/07 , E04C3/005 , E04C3/11
摘要： Two embodiments of a collapsible metal roof truss are disclosed. Both embodiments are made up jackknife foldable left and right heel sections, a jackknife foldable peak section and a center bottom chord. In the flat ceiling embodiment the center bottom chord can be solid. In the second cathedral ceiling embodiment the center bottom chord is split into two pivotally interconnected sections and a vertical web leg is added. The truss can be assembled in a variety of shapes and sizes and configurations and is easily collapsed after partial prefabrication for convenient shipping.
摘要翻译：公开了可折叠金属屋顶桁架的两个实施例。两个实施例都由折刀可折叠的左脚跟部分和右脚跟部分组成，折刀折叠顶部和中心底部弦。在平顶天花板的实施例中，中心底弦可以是固体。在第二大教堂天花板的实施例中，中心底弦被分成两个枢轴互连的部分，并且添加了一个垂直的卷筒腿。桁架可以组装成各种形状和尺寸和构造，并且在部分预制之后易于折叠以便于运输。

33. 发明授权

US06564513B2 Extrusion design and fabric installation method for weather tight seal 失效
标题翻译：挤压设计和织物安装方法，用于防风雨密封
公开(公告)号：US06564513B2
公开(公告)日：2003-05-20
申请号：US09785894
申请日：2001-02-16
申请人： Rick Henbid , Greg Parsons , Wayne Rendely , Maurice Van Nes
发明人： Rick Henbid , Greg Parsons , Wayne Rendely , Maurice Van Nes
IPC分类号： E04B132
CPC分类号： E04H15/18 , E04H15/644
摘要： The invention relates to building structures of the type comprising arched frame members supporting panels of flexible materials such as weather resistant fabric. Problems accompanying the use of separate panels extending between frame members are overcome by providing connecting members on the frame members, and panels having means for attachment to the connecting members and flaps of flexible material adjacent to but spaced from the side margins of the panels, the connecting members slidably engage the means for attachment and have a channel to receive the flaps. The flaps are secured in the channel to provide weatherproof connections between the panels.
摘要翻译：本发明涉及包括拱形框架构件的类型的建筑结构，该框架构件支撑诸如耐候织物的柔性材料的面板。伴随使用在框架构件之间延伸的单独面板的问题通过在框架构件上提供连接构件来克服，并且具有用于附接到连接构件的装置和与板的侧边缘相邻但间隔开的柔性材料的翼片的装置的面板，连接构件可滑动地接合用于附接的装置并且具有用于接收襟翼的通道。襟翼固定在通道中，以在面板之间提供防水连接。

34. 发明授权

US06438920B1 Hybrid truss and system of fabricating with hybrid truss 失效
标题翻译：混合桁架和混合桁架制造系统
公开(公告)号：US06438920B1
公开(公告)日：2002-08-27
申请号：US09513061
申请日：2000-02-24
申请人： Russel J. Tobey , Jonh L. Smith
发明人： Russel J. Tobey , Jonh L. Smith
IPC分类号： E04B132
CPC分类号： E04C3/42 , E04B7/022 , E04B2001/2472 , E04B2001/2487 , E04B2001/249 , E04C3/40
摘要： A hybrid truss and a system of fabricating a building using a hybrid truss is provided. The hybrid truss is designed to span large widths without center support. Each hybrid truss is typically made with two symmetrical truss members that join at the peak. Each member is made with an upper cord and a lower cord having cross bracing between the two cords. A peak end member is attached to the ends of the cords to join the two truss members at the peak to form the hybrid truss. Attached at the lower end of each truss member is a sleeve. The sleeve is rigidly attached to at least the lower cords and cross bracing. The sleeve redirects outward forces into the top of a post in a downward force and a slight rotational force. The sleeve is designed to slide over the top of a post or column to attach and properly position the truss on the top of the posts or columns. Vertical adjustment to level the hybrid truss is provided by vertical movement of the sleeve on the post. Once all the posts are placed, and cut to a generally level height, the hybrid trusses are lifted and placed on the posts with the sleeve fitting over the top of the posts. The sleeve, after being vertically adjusted, is secured to the the post with bolts, screws, nails or other fasteners. Backing 2×4 or 2×6's are attached across the top cord and to the outside of the posts. Roofing material and wall material are attached to the backing to enclose the building. The hybrid truss with the sleeve and this method allows a building to be constructed very rapidly and inexpensively. Site preparation is minimized, in that the land does not have to be leveled. There is no need for a concrete floor, foundation or footing. A building having a large width or span with high overhead clearance can be constructed in a very short time using the hybrid truss and the system of fabricating a building with the hybrid truss.
摘要翻译：提供混合桁架和使用混合桁架制造建筑物的系统。混合桁架设计为跨越宽度而没有中心支撑。每个混合桁架通常由两个连接在峰顶的对称桁架构件制成。每个构件由上部绳索和在两根绳索之间具有交叉支撑的下部绳索制成。峰端部附接到电线的端部，以在峰顶处连接两个桁架构件以形成混合桁架。每个桁架构件的下端附着有套筒。套筒至少刚性地连接到下帘线和交叉支撑。套筒以向下的力和轻微的旋转力将外力重定向到柱的顶部。套筒设计用于在柱子或柱子的顶部滑动，以将桁架附接并正确地定位在柱子或柱子的顶部。通过套筒在柱上的垂直运动提供垂直调整以使混合桁架平整。一旦所有的柱都被放置并切割成一般水平的高度，混合桁架被提升并放置在柱上，套筒配合在柱的顶部。在垂直调节后，套筒用螺栓，螺钉，钉子或其他紧固件固定在柱上。将2x4或2x6的背面连接在顶部的电线和柱子的外部。屋顶材料和墙壁材料连接到背衬以封闭建筑物。具有套筒的混合桁架和这种方法允许建筑物被非常快速和廉价地构造。场地准备最小化，因为土地不必平整。不需要混凝土地面，基础或基础。具有高空间间隙的大宽度或跨度的建筑物可以在非常短的时间内使用混合桁架和使用混合桁架制造建筑物的系统来构造。

35. 发明授权

US06295785B1 Geodesic dome and method of constructing same 有权
标题翻译：测地圆顶及其构造方法
公开(公告)号：US06295785B1
公开(公告)日：2001-10-02
申请号：US09273830
申请日：1999-03-22
申请人： Robert M. Herrmann
发明人： Robert M. Herrmann
IPC分类号： E04B132
CPC分类号： E04B1/3211 , E04B2001/3241 , E04B2001/3252 , E04B2001/3294 , Y10S52/10
摘要： A geodesic dome is created by the steps of: (a) generating a mathematical model of a geodesic dome, (b) fabricating components with which to form a geodesic dome according to the model; and (c) fastening the components to each other according to the model. In the model, M base triangles are generated in a closed three-dimensional shape. M is at, least four, with eight being preferred and the preferred closed three-dimensional shape being a regular octahedron. The closed three-dimensional shape has a center point from which each vertex of each of the base triangles is equidistant, this distance being a geodesic radius. Each leg of each base triangle is then subdivided into N segments of equal length, N being at least two, with eight being preferred, thus defining N+1 segment endpoints or intersections along each leg. A line is then generated between each intersection and two corresponding intersections, thus defining N2 smaller triangles per base triangle. A line is then generated from each vertex of each of the smaller triangles to the center point. Each line thus generated is then extended until it is the same length as the geodesic radius. The endpoint of each extended line is then connected to each endpoint adjacent to the endpoint, thus generating a substantially curved surface formed of N2*M triangles, the substantially curved surface defining a mathematical model of a geodesic dome. Struts or panels ate fastened together in the pattern of the substantially curved surface to form the geodesic dome.
摘要翻译：通过以下步骤创建测地圆顶：（a）产生测地圆顶的数学模型，（b）制造根据该模型形成测地圆顶的部件; 和（c）根据模型将部件彼此紧固。在模型中，M个三角形以闭合的三维形状生成。 M至少为四个，八个是优选的，并且优选的封闭三维形状是正八面体。闭合的三维形状具有每个基本三角形的每个顶点等距的中心点，该距离是测地半径。然后将每个基本三角形的每个腿细分为相等长度的N个片段，N个至少为2个，其中8个是优选的，因此定义了沿着每条腿的N + 1个分段端点或交叉点。然后在每个交叉点和两个相应的交叉点之间生成一条线，从而为每个基本三角形定义N2个更小的三角形。然后从每个较小三角形的每个顶点到中心点生成一条线。这样生成的每条线然后被延伸直到与测地半径相同的长度。然后将每个延伸线的端点连接到与端点相邻的每个端点，从而生成由N 2 * M个三角形形成的基本上曲面，该基本上弯曲的表面限定测地圆顶的数学模型。支柱或板以基本上弯曲的表面的图案紧固在一起以形成测地圆顶。

36. 发明授权

US06243994B1 Joint for pre-cast concrete twin-leaf arch sections 有权
标题翻译：预制混凝土双叶拱节接头
公开(公告)号：US06243994B1
公开(公告)日：2001-06-12
申请号：US09227826
申请日：1999-01-11
申请人： Joe Bernini
发明人： Joe Bernini
IPC分类号： E04B132
CPC分类号： E02D29/045 , E04B1/3205 , E04B2001/3217 , E04B2001/3264 , E04B2001/3276
摘要： A joint for pre-cast concrete twin-leaf arch sections is self-aligning when the two arch sections are initially brought into abutting contact with each other. The joint provides a rigid connection between the twin units and is achieved on site by means of re-inforced cast-in-place concrete. Reinforcement splices for the connection are lap splices, and the joint allows pouring the cast-in-place concrete without the need of formwork. For load distributing purposes, a continuous connection of individual arch rings in the longitudinal direction at the arch crown is possible. An initial abutting contact between the twin units is provided by the joint of the present invention. The contact provided by the joint of the present invention is self-aligning, locking, allows the controlled transmission of the abutting force and allows for a temporary connection. The joint includes mechanical elements for aligning and locking the two arch sections together. The mechanical elements include, in the preferred embodiment, a projection on one arch section and a depression on the other arch section. Cast-in-place concrete is placed in boxed-out, or step, sections located adjacent to the mechanical elements and completes the joint.
摘要翻译：当两个拱形部分最初彼此抵接时，预制混凝土双叶拱形部分的接头是自对准的。该接头提供了两个单元之间的刚性连接，并通过重新投入使用的现浇混凝土在现场实现。用于连接的加强接头是搭接接头，并且接头允许在不需要模板的情况下浇注现浇混凝土。为了负载分配的目的，可以在拱顶处沿纵向连续连接单个拱形环。双体单元之间的初始邻接接触由本发明的连接件提供。由本发明的接头提供的触点是自对准的，锁定的，允许抵靠力的受控传递并且允许临时连接。接头包括用于将两个拱形部分对准和锁定在一起的机械元件。在优选实施例中，机械元件包括在一个拱形部分上的突起和另一个拱形部分上的凹陷。现浇混凝土被放置在与机械元件相邻的封闭或台阶部分，并完成接头。

37. 发明授权

US06240686B1 Prestressed unitary building method and structure 失效
标题翻译：预应力单一建筑方法与结构
公开(公告)号：US06240686B1
公开(公告)日：2001-06-05
申请号：US09233225
申请日：1999-01-19
申请人： Donald R. Mill
发明人： Donald R. Mill
IPC分类号： E04B132
CPC分类号： E04B1/3205 , E04B2001/3217 , E04B2001/3276
摘要： A method and structure for forming a small building includes a continuous curved wall forming a semi-arcuate arch, the wall comprised of lightweight cellular material such as foamed blocks. The blocks may be identical and interchangeably secured in place by adhesive to form the wall, so that the arch is easily constructed. The arched wall comprises both the longitudinal sides and the top of the structure. In addition, the structure includes an outer skin which covers the entire exterior of the arched wall. The outer skin is both a weatherproof layer and a tension member to apply a compressive force uniformly to the outer surface of the arched wall and significantly augment the load strength of the arch, resulting in a structure that is made very strong with a minimum mass of material. The method of the invention includes the steps of providing a plurality of cellular blocks of expanded foam plastic or the like, each block defining an angular increment of an arched wall and having a length that is an incremental portion of the length of the arched wall. Courses of blocks are laid in laterally spaced arrangement and adhered in place until the arched wall is completed. Alternatively, incremental arches may be constructed horizontally and tilted upwardly into abutting, adjacent relationship. Thereafter, an outer skin is formed over the exterior surface of the arched wall and tensioned to compress the arched wall.
摘要翻译：用于形成小建筑物的方法和结构包括形成半弧形拱的连续弯曲壁，该壁由轻质多孔材料如泡沫块组成。这些块可以通过粘合剂相同和可互换地固定在适当位置以形成壁，使得弓很容易构造。拱形壁包括纵向侧面和结构的顶部。此外，该结构包括覆盖拱形壁的整个外部的外皮。外皮是防水层和张力构件，以对拱形壁的外表面均匀地施加压缩力，并显着增加拱的载荷强度，导致结构非常坚固，最小质量的材料。本发明的方法包括以下步骤：提供多个膨胀泡沫塑料等的细胞块，每个块限定拱形壁的角度增量，并且具有作为拱形壁的长度的增量部分的长度。块的课程以横向间隔的布置放置并粘附到位，直到拱形壁完成。或者，增量拱可以水平构造并且向上倾斜成邻接的相邻关系。此后，在拱形壁的外表面上形成外皮并张紧以压缩拱形壁。

38. 发明授权

US06173538B1 Modular construction system 失效
标题翻译：模块化施工系统
公开(公告)号：US06173538B1
公开(公告)日：2001-01-16
申请号：US08962233
申请日：1997-10-30
申请人： Gregg R. Fleishman
发明人： Gregg R. Fleishman
IPC分类号： E04B132
CPC分类号： E04B1/34815 , E04B1/3211 , E04B1/6125 , E04B2001/0053 , E04B2001/3276 , E04B2001/3288 , E04B2001/3294 , E04B2001/6195
摘要： A structural assembly for building dodecahedral-based structures for habitable or commercial use, or for use as play equipment, models, or toys, is provided. Panels with shapes including hexagonal, rhombic, and trapezoidal are assembled edge-to-edge using ordered edge connections (i.e. alternating connector and receptor edges) to minimize the number of different panels required for producing a complete structure.
摘要翻译：提供了一种用于建造用于居住或商业用途的十二面体结构或用作游戏设备，模型或玩具的结构组件。形状包括六边形，菱形和梯形的面板使用有序边缘连接（即交替连接器和接收器边缘）组装成边缘到边缘，以最小化生产完整结构所需的不同面板的数量。

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