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1. 发明授权

US11821194B2 Arch building structure 有权
公开(公告)号：US11821194B2
公开(公告)日：2023-11-21
申请号：US17509845
申请日：2021-10-25
申请人： Francisco Javier Alvarez
发明人： Francisco Javier Alvarez
IPC分类号： E04C3/42 , E04B7/08 , E04B1/32
CPC分类号： E04B1/3205 , E04B7/08 , E04C3/42 , E04B2001/3241
摘要： An arch building structure includes a plurality of structural arch assemblies, a plurality of purlins, and a plurality of flat roofing sections. The plurality of structural arch assemblies is positioned parallel and offset from each other upon the length of the building. The plurality of purlins is positioned perpendicular to the plurality of structural arch assemblies and radially positioned on the vertexes of the plurality of structural arch assemblies to further strengthen the building. Each of the plurality of flat roofing sections is mounted across a corresponding pair of adjacent purlins from the plurality of purlins so that the building roof can be completed.

2. 发明申请

US20220145632A1 A BUILDING TRUSS, SYSTEM, AND CONSTRUCTION METHOD 有权
公开(公告)号：US20220145632A1
公开(公告)日：2022-05-12
申请号：US17602012
申请日：2019-04-11
申请人： AITKEN INNOVATIONS INCORPORATED
发明人： Kim Elizabeth AITKEN
IPC分类号： E04C3/42 , E04C3/16 , E04C3/17 , E04B1/34
摘要： A building truss including a structural floor element, a vertical support on each side of the structural floor element, rafters spanning the vertical supports, a structural horizontal tie which interconnects the rafters, and a roof peak on the horizontal tie. A building is constructed by erecting multiple trusses parallel to each other in sequence in a longitudinal direction spanning one gable end to the opposed gable end. Each building truss defines the full room and roof spaces and provides the required structural strength. Each truss defines a 2D envelope; the floor element spanning in the horizontal direction, vertical supports for the vertical direction, and a roof assembly joining the two vertical supports. Each truss is unitary and constructing the multiple trusses parallel to each other provides a 3D structural building envelope.

3. 发明授权

US09759005B2 Portal frame 有权
公开(公告)号：US09759005B2
公开(公告)日：2017-09-12
申请号：US14352427
申请日：2012-10-18
申请人： SIMPSON STRONG-TIE COMPANY, INC.
发明人： Ian Harrison , Abdy Kermani , Sana Munir
IPC分类号： E06B1/00 , E04B1/26 , E04C3/38 , E04C3/42 , E04C3/02 , E04C3/12
CPC分类号： E06B1/003 , E04B1/26 , E04B2001/2644 , E04B2001/2684 , E04B2001/2696 , E04C3/02 , E04C3/12 , E04C3/38 , E04C3/42 , E04C2003/023
摘要： A portal frame comprising at least one header, at least a first column, at least one frame connector for rigidly connecting the at least first column to the at least one header, at least one header fastener configured to fasten the frame connector to the at least one header and at least one column fastener configured to fasten the frame connector to the at least first column. The at least first column is formed of wood or a wood-based/wood-derived material. The at least one frame connector comprises a lateral header connecting portion extending beyond a lateral edge of the first column in a direction towards the center of the at least one header and a column connecting portion extending along at least a portion of the height of the at least first column. The lateral header connecting portion comprises at least one of the at least one header fastening means.

4. 发明授权

US09038347B2 Truss and column structures incorporating natural round timbers and natural branched round timbers 有权
标题翻译：桁架和柱结构结合天然圆木材和天然支链圆木材
公开(公告)号：US09038347B2
公开(公告)日：2015-05-26
申请号：US14136253
申请日：2013-12-20
申请人： Whole Trees, LLC
发明人： Roald Gundersen
IPC分类号： E04B1/30 , E04C3/12 , E04C3/292 , E04C3/42 , E04C3/46 , E04C5/16 , E04B2/70 , E04B1/26
CPC分类号： E04C3/292 , E04B1/26 , E04B1/30 , E04B2/705 , E04B2001/2648 , E04B2001/2668 , E04B2103/04 , E04B2103/06 , E04C3/08 , E04C3/127 , E04C3/16 , E04C3/18 , E04C3/42 , E04C3/46 , E04C5/162 , E04C2003/0434 , E04C2003/0491
摘要： Trusses comprising natural round timbers as top and bottom cords are provided. Also provided are truss and column assemblies comprising natural branched round timber columns connected to a truss.
摘要翻译：提供了包括天然圆木作为顶部和底部帘线的桁架。还提供了包括连接到桁架的天然分枝圆木柱的桁架和柱组件。

5. 发明申请

US20050108986A1 Load-resisting truss segments for buildings 有权
标题翻译：建筑物的承重桁架段
公开(公告)号：US20050108986A1
公开(公告)日：2005-05-26
申请号：US10962185
申请日：2004-10-07
申请人： Kenneth Cloyd , Robert Lucey
发明人： Kenneth Cloyd , Robert Lucey
IPC分类号： E04B1/10 , E04B1/26 , E04C3/16 , E04C3/42 , E04C2/00
CPC分类号： E04C3/16 , E04B1/10 , E04B1/26 , E04B2001/2696 , E04C3/42 , E04C2003/026 , Y10T29/49627
摘要： The invention provides load-resisting segments (e.g., panels or frames for openings) for transmitting loads through a building structure. In the context of a wall, the load-resisting segments transmit shear loads downward to structural elements below the wall, such as to a building foundation. The load-resisting segments may comprise a truss configuration, i.e., an assembly of members forming a rigid framework. Each load-resisting segment can include web members and pairs of truss plates secured to sides of the segment to secure connections of the web members to each other and to other members. The wall segments can include beam-separation blocks that reduce truss plate failure by spacing apart the ends of two web members bearing against a chord or post to position the intersection point of the load paths of the web members with the load path of the chord or post. Some of the truss plates can include strips of material to provide additional resistance to tearing of the truss plate due to loads experienced by the truss plate. Some of the load-resisting segments, particularly frames for doors or windows, may include compression plates that prevent point-loading of studs or chords against transversely oriented members. For example, a truss frame may include compression plates between ends of its columns and surfaces of a header or sill structure.
摘要翻译：本发明提供了用于通过建筑结构传递载荷的负载阻力段（例如，用于开口的面板或框架）。在墙壁的背景下，耐负荷段将剪切载荷向下传递到墙下方的结构元件，例如建筑物基础。耐负荷段可以包括桁架构型，即形成刚性框架的构件的组件。每个耐负荷段可以包括腹板构件和固定到段的侧面的桁架板对，以确保腹板构件彼此连接到其它构件。壁段可以包括梁分离块，其通过将两个腹板构件的端部间隔开以抵靠弦或柱来减小桁架板的故障，以将腹板构件的载荷路径与弦的载荷路径的位置相交，或帖子一些桁架板可以包括材料条，以提供额外的抗桁架板的撕裂，这是由于桁架板承受的载荷。一些耐负荷段，特别是用于门或窗的框架可以包括压缩板，其防止螺栓或和弦对横向定向构件的点加载。例如，桁架框架可以包括其柱的端部和集管或门槛结构的表面之间的压缩板。

6. 发明授权

US6088989A Framing member 失效
标题翻译：构架成员
公开(公告)号：US6088989A
公开(公告)日：2000-07-18
申请号：US91458
申请日：1998-09-25
申请人： Yoshitaka Matsu , Shigehisa Maruyama , Tetsufumi Shibata
发明人： Yoshitaka Matsu , Shigehisa Maruyama , Tetsufumi Shibata
IPC分类号： B27M3/00 , A47B47/04 , A47B96/14 , E04B1/26 , E04B1/58 , E04C3/12 , E04C3/36 , E04C3/38 , E04C3/42 , F16B12/46 , E04B1/19 , E04B1/38
CPC分类号： A47B47/04 , A47B96/145 , E04B1/26 , E04C3/38 , E04C3/42 , F16B12/46 , E04B1/2604
摘要： A frame material that can be easily formed as a pillar or beam by appropriately adjusting the length and/or strength thereof, a joint portion of which is uniform and smooth, a residual portion of which can be used as a joint, and which can easily be combined with other building materials. The frame material is formed into an elongate shape, and a cross section crossing at right angles a longitudinal axis thereof is formed into a rectangular shape with the length of a shorter side of the rectangular cross section being made one-third of the length of a longer side. The frame material comprises in combination a frame material in which a pair of through holes (5,5) are provided at a predetermined pitch on a center line (4) of a front side whose lateral width (w) is constituted by the longer side of the cross section, the hole pitch of the pair of through holes being a half of the lateral width, and a frame material in which a pair of through holes (5, 5) are provided on a line crossing at right angles the center lines at a hole pitch of a half of the lateral width in such a manner as to be symmetric with respect to the center line, and pairs of through holes are provided along the center line (4) at the predetermined pitch. In this case, the pitch of the through holes (5, 5) on the center line may be provided so as to be equal to a module dimension of a building material.
摘要翻译： PCT No.PCT / JP96 / 03640 Sec。 371日期：1998年9月25日 102（e）1998年9月25日PCT 1996年12月12日PCT PCT。出版物WO97 / 22766 日期：1997年6月26日一种框架材料，其可以通过适当地调节其长度和/或强度而容易地形成为柱或梁，其连接部分是均匀光滑的，剩余部分可以用作接头，并且可以容易地与其他建筑材料组合。框架材料形成为细长形状，并且与其纵向轴线成直角交叉的横截面形成矩形形状，矩形横截面的短边的长度为长度方向的三分之一长边。框架材料组合有框架材料，其中在前侧的中心线（4）上以预定间距设置一对通孔（5,5），其横向宽度（w）由较长侧的横截面积，一对通孔的孔间距是横向宽度的一半，框架材料中，一对通孔（5,5）设置在与中心线成直角交叉的线上以相对于中心线对称的方式在横向宽度的一半的孔间距处，并且以预定间距沿着中心线（4）设置成对的通孔。在这种情况下，中心线上的通孔（5,5）的间距可以设置成等于建筑材料的模块尺寸。

7. 发明授权

US5720568A Prefabricated joint structure for a wooden beam 失效
标题翻译：木梁预制接头结构
公开(公告)号：US5720568A
公开(公告)日：1998-02-24
申请号：US509897
申请日：1995-08-01
申请人： Matti Kairi
发明人： Matti Kairi
IPC分类号： E04B1/58 , B27F7/00 , E04B1/26 , E04B1/48 , E04C3/42 , F16B15/00
CPC分类号： E04B1/48 , E04B1/2604 , E04C3/42 , E04B2001/2644 , Y10S403/15 , Y10T403/1608 , Y10T403/1624
摘要： The invention relates to a prefabricated joint structure for joining an essentially wooden elongated beam (2) or similar to at least one other beam (2) over a predetermined length (A) of a relatively short joint portion (4) in the beam, the joint (1) being accomplished by pins, bolts or the like (5) penetrating the beam or beams. In each joint there are at least two jointing in a direction transverse to the main gain of the beam. The joint structure further comprises a metal nail plate (6), having a plate plane transverse to the length (T) of the jointing and whose nails (7) protrude from the plate plane and are embedded in the beam wood. On the prefabricated joint portion (4) in each beam (2), at least one single-sided nail plate (6) has been fitted against the outer surface of the beam, the width (W1) of the plate plane of the nail plates in a direction perpendicular to the main beam grain (D) being greater than the distance (W2) between the holes (15) for the two jointing (5) in this direction, and the nails (7) of the nail plates (6) being embedded in the wood nearly parallel to the jointing holes. The holes (15) in the jointing perforate the beams (2) in the area of the plate planes of the nail plates, and they have been formed both in the nail plate (6) and in the beam (2) after the nail plates have been fixed to the beam by pressing, in order to provide joint portions (4) retaining dimensional accuracy irrespective of external influences and apt for later assembly into joints (1).
摘要翻译：本发明涉及一种预制接头结构，用于将基本上为木制的细长梁（2）或类似物连接到梁中相对短的接合部分（4）的预定长度（A）上的至少一个其它梁（2），接头（1）通过穿过梁或梁的销，螺栓等（5）来实现。在每个接头中，横向于梁的主增益的方向至少有两个连接。所述接合结构还包括金属钉板（6），其具有横向于所述接合部的长度（T）的板平面，并且其指甲（7）从所述板平面突出并嵌入所述梁木中。在每个梁（2）中的预制接头部分（4）上，至少一个单面钉板（6）已经装配在梁的外表面上，指甲板的板平面的宽度（W1）在垂直于主光束晶粒（D）的方向上大于在该方向上的两个接合（5）的孔（15）之间的距离（W2）和指甲板（6）的指甲（7）嵌入木材中几乎平行于接合孔。接合孔中的孔（15）穿过指甲板的平面区域中的梁（2），并且它们已经在钉板（6）和梁（2）中形成在钉板已经通过压制固定到梁上，以便提供接合部分（4），保持尺寸精度，而不管外部影响如何，并且适于稍后组装到接头（1）中。

8. 发明授权

US5694732A Method and apparatus for construction 失效
标题翻译：施工方法和装置
公开(公告)号：US5694732A
公开(公告)日：1997-12-09
申请号：US748528
申请日：1996-11-13
申请人： Wolf Wilbert
发明人： Wolf Wilbert
IPC分类号： E04B1/18 , E04B1/26 , E04B1/58 , E04B7/04 , E04C3/42 , E04B1/38 , F16B7/08
CPC分类号： E04B7/04 , E04B1/2612 , E04C3/42 , Y10T403/4605 , Y10T403/7194 , Y10T403/73
摘要： In a method of post beam construction, a horizontal beam member is connected to a post member by means of a connector element interposed between the two. The connector includes an upper plate member and a lower plate member, bridged by an apertured central member that is offset from the plate members and forms a recess between same. The method includes the steps of: i) securing the connector to a post by fastening the upper and lower plates thereof to same; ii) profiling a beam by forming a channel therein dimensioned to accommodate said central member of the connector element whereby the beam will fit onto a connector element; iii) boring a first, longitudinal, hole in the beam aligned with the aperture in the central member; iv) boring a second, transverse hole in the beam, intersecting the first hole, and inserting an internally threaded connector therein; v) inserting an externally threaded connector in the first hole, into threaded connection with said internally threaded connector, whereby said externally threaded connector extends from said beam in the area of said channel, to a point not beyond the end of the beam; vi) fitting the beam on said connecting element, with the externally threaded connector extending through the aperture in said central member; and vii) threading a nut onto the externally threaded connector, in said recess, and tightening the nut, thereby to fasten said beam to said post.
摘要翻译：在后梁构造的方法中，水平梁构件通过插入在两者之间的连接器元件连接到柱构件。连接器包括上板构件和下板构件，桥接由孔板中心构件偏离板构件并在其之间形成凹部。该方法包括以下步骤：i）通过将其上板和下板固定在一起将连接器固定到柱上; ii）通过形成其中的通道来对梁进行成形，所述通道的尺寸适于容纳所述连接器元件的所述中心构件，由此所述梁将适配于连接器元件; iii）使与所述中心构件中的所述孔对准的所述梁中的第一纵向孔钻孔; iv）在所述梁中钻出与所述第一孔相交的第二横向孔，并在其中插入内螺纹连接器; v）将外螺纹连接器插入第一孔中，与所述内螺纹连接器螺纹连接，由此所述外螺纹连接器在所述通道的区域中从所述梁延伸到不超过梁的端部的点; vi）将梁安装在所述连接元件上，其中所述外螺纹连接器延伸穿过所述中心构件中的孔; 以及vii）将所述螺母螺纹拧入所述凹部中的外螺纹连接器上，并拧紧螺母，从而将所述梁固定到所述柱上。

9. 发明授权

US5560159A Decorative beam assembly 失效
标题翻译：装饰梁总成
公开(公告)号：US5560159A
公开(公告)日：1996-10-01
申请号：US369150
申请日：1995-01-05
申请人： Mike C. Pennypacker
发明人： Mike C. Pennypacker
IPC分类号： E04C3/42 , E04C3/36 , E04F19/00
CPC分类号： E04C3/42 , Y10T403/46
摘要： An assembly for simulating structural beams within a room. The inventive device includes a beam positionable into an abutting relationship with a ceiling of room so as to extend between opposed walls thereof. Mounting assemblies secure ends of the beam to the walls of the room and include at least one adjustment assembly for sizing the beam to the exact width of the room. The assembly may further include a post positionable between the beam and a floor of the room.
摘要翻译：用于模拟室内结构梁的组件。本发明的装置包括可定位成与房间的天花板相邻的关系的光束，以便在其相对的壁之间延伸。安装组件将梁的端部固定到房间的墙壁，并且包括至少一个调整组件，用于将梁的尺寸调整到房间的精确宽度。组件还可以包括可在梁和房间的地板之间定位的柱。

10. 发明授权

US5469678A Method for constructing a frame structure with load-bearing joints 失效
标题翻译：用承载接头构造框架结构的方法
公开(公告)号：US5469678A
公开(公告)日：1995-11-28
申请号：US180480
申请日：1994-01-12
申请人： Edward Zamerovsky
发明人： Edward Zamerovsky
IPC分类号： E04B1/00 , E04B1/26 , E04B5/12 , E04C3/42 , E04B5/14 , F16B1/00
CPC分类号： E04B1/26 , E04B1/003 , E04B5/12 , E04C3/42 , Y10T403/44 , Y10T403/447 , Y10T403/46 , Y10T403/4602 , Y10T403/4665 , Y10T403/4694 , Y10T403/7001 , Y10T403/7003 , Y10T403/7098 , Y10T403/7194 , Y10T403/73
摘要： A method of making and erecting a framed structure, preferably single level, by milling standard pieces of lumber that are joined into a sturdy, rectangular frame is disclosed. Opposed Side Beams having dado cuts at their opposite ends are joined to opposed Face Beams having complementary dado cuts at their opposite ends. Floor joists connect opposed sidebeams and support subflooring or decking, and, to accommodate certain larger dimensional floorplans, Center Beams are built into the frame. The frame can rest on a periphery foundation or be erected over posts.
摘要翻译：公开了一种通过铣削连接成坚固的矩形框架的标准木材件来制造和架设框架结构，优选单层的方法。在其相对端具有倒角切口的相对的侧梁在其相对端处与具有互补的切口的相对的面梁连接。地板托梁连接相对的侧梁，并支撑下底板或甲板，并且为了适应某些较大尺寸的平面图，中心梁内置在框架中。框架可以搁置在外围基础上或竖立在柱子上。

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