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1. 发明申请

US20190003181A1 TRUSS STRUCTURE 审中-公开
公开(公告)号：US20190003181A1
公开(公告)日：2019-01-03
申请号：US16122459
申请日：2018-09-05
申请人： ISOTRUSS INDUSTRIES LLC
发明人： Jordan W. Oldroyd , Jonathan J. Curtis , Carter J. Smith , Nathan D. Rich , David W. Jensen
IPC分类号： E04C3/08 , E04B1/19 , E04H12/10
CPC分类号： E04C3/08 , E04B1/19 , E04B2001/1933 , E04C3/29 , E04C2003/0443 , E04C2003/0491 , E04H12/10
摘要： A truss structure may include a plurality of load bearing members, or force members, that are joined at a plurality of nodes to define a load bearing structure. The truss structure may include a plurality of longitudinal members extending in parallel along a longitudinal length of the truss structure, and a plurality of transverse members defining a plurality of helical structures. The plurality of helical structures may be joined to the plurality of longitudinal members at corresponding plurality of nodes. The plurality of helical structures may provide buckling support to the plurality of longitudinal members, so that an axial load, or compressive load, or buckling load, may be effectively carried by the truss structure.

2. 发明申请

US20180251979A1 TRUSS STRUCTURE 审中-公开
公开(公告)号：US20180251979A1
公开(公告)日：2018-09-06
申请号：US15913832
申请日：2018-03-06
申请人： ISOTRUSS INDUSTRIES
发明人： Jordan W. Oldroyd , Jonathan J. Curtis , Carter J. Smith , Nathan D. Rich , David W. Jensen
IPC分类号： E04C3/08 , E04B1/19
CPC分类号： E04C3/28 , B29C70/24 , B29C70/54 , B29K2063/00 , B29K2307/04 , B29L2031/10 , E04B1/19 , E04B2001/1933 , E04C3/08 , E04C3/285 , E04C3/29 , E04C2003/0443 , E04C2003/0447 , E04C2003/0486 , E04C2003/0495
摘要： A truss structure may include a plurality of load bearing members, or force members, that are joined at a plurality of nodes to define a load bearing structure. The truss structure may include a plurality of longitudinal members extending in parallel along a longitudinal length of the truss structure, and a plurality of transverse members, joined to the plurality of longitudinal members at nodes, and extending between the plurality of longitudinal members. The plurality of transverse members may provide buckling support to the plurality of longitudinal members, so that an axial load, or compressive load, or buckling load, may be effectively carried by the truss structure.

3. 发明授权

US08782992B2 Aluminium alloy truss structure 失效
标题翻译：铝合金桁架结构
公开(公告)号：US08782992B2
公开(公告)日：2014-07-22
申请号：US13443790
申请日：2012-04-10
申请人： Juan Lin , Kun Liang
发明人： Juan Lin , Kun Liang
IPC分类号： E04B1/18 , E04B1/19
CPC分类号： E04B1/19 , E04B1/1903 , E04B2001/1918 , E04B2001/1927 , E04B2001/1933 , E04B2001/1984 , E04C3/08 , E04C3/40 , E04C2003/0491 , E04C2003/0495
摘要： An aluminum alloy truss structure, comprising upper chord members, lower chord members, web members and all connection nodes by which the members are connected using riveting bolts, the chord members and web members being interconnected using tenons and mortise grooves that mate with each other respectively, each of the chord members being provided with a tenon plate at the end adjacent to the respective web members, each of the web members being correspondingly provided with a mortise groove at either end thereof, and the tenon plate on the chord members being implanted into the mortise groove on the web members; or, alternatively, each of the chord members being provided with a mortise groove at the end adjacent to the respective web members, each of the web members being correspondingly provided at either end thereof with a tenon that is to mate with the mortise groove.
摘要翻译：一种铝合金桁架结构，包括上弦杆构件，下弦杆构件，腹板构件和所有连接节点，构件通过其使用铆接螺栓连接，弦杆构件和腹板构件使用榫头互相连接，并且榫槽分别彼此配合每个弦杆构件在与相应腹板构件相邻的端部处设置有榫头板，每个腹板构件在其任一端处相应地设置有榫槽，并且将弦构件上的榫板植入网络上的榫槽; 或者，或者，每个弦杆构件在与相应腹板构件相邻的端部处设置有榫槽，每个腹板构件的两端相应地设置有与榫槽配合的榫头。

4. 发明申请

US20040043164A1 Element for joining modules with magnetic anchorage for the construction of stable grid structures 失效
标题翻译：用于连接具有磁性锚固的模块的元件，用于构建稳定的网格结构
公开(公告)号：US20040043164A1
公开(公告)日：2004-03-04
申请号：US10416968
申请日：2003-05-16
发明人： Claudio Vicentelli
IPC分类号： F16L001/00
CPC分类号： A63H33/046 , A47F5/14 , E04B1/1906 , E04B2001/1927 , E04B2001/1933 , E04B2001/1957 , F16B2001/0035 , G09B25/04 , G09F7/04 , Y10T428/13 , Y10T428/139 , Y10T428/1397
摘要： In an assembly of modules with magnetic anchorage for the construction of a grid structure, a joining element (11, 11nullnull 11nullnull) for connecting rigidly at least a first and a second elongated modules (3, 3nullnull, 3nullnull) of the grid structure, characterised in that it comprises: a body of the joining element (11, 11nullnull 11nullnull); at least a first and a second tubular projections (15, 15nullnull, 15nullnull) of said body for axial attachment of said first and respectively second elongated modules (3, 3nullnull, 3nullnull); and a housing (14, 33, 36) of said body for securing said body to a further module (1, 1null, 39) of said grid structure; said at least first and second tubular projections (15, 15nullnull, 15nullnull) being in direct communication with said housing (14, 33, 36) for contact of said further module (1, 1null, 39) to said at least first and second elongated modules (3, 3nullnull, 3nullnull).
摘要翻译：在具有用于构造网格结构的磁性锚固件的模块的组件中，用于刚性地连接至少第一和第二细长模块（3,3“）的连接元件（11,11”“11” '，3“'”），其特征在于，它包括：连接元件（11,11“”11“）的主体。所述主体的至少一个第一和第二管状突起（15,15“，15”）用于轴向连接所述第一和第二细长模块（3,3'，3“，” ）; 和所述主体的壳体（14,33,36），用于将所述主体固定到所述格栅结构的另一个模块（1,1'，39）上; 所述至少第一和第二管状突起（15,15“，15”）与所述壳体（14,33,36）直接连通，用于与所述另外的模块（1,1'，39）接触，到所述至少第一和第二细长模块（3,3'，3“，3”）。

5. 发明授权

US06543198B1 Space frames 失效
标题翻译：空间框架
公开(公告)号：US06543198B1
公开(公告)日：2003-04-08
申请号：US09744528
申请日：2001-01-25
申请人： Leszek Aleksander Kubik
发明人： Leszek Aleksander Kubik
IPC分类号： E04C302
CPC分类号： E04B1/19 , E04B5/14 , E04B2001/1933 , E04B2001/1936 , E04B2001/1972 , E04B2001/1978 , E04B2001/1984
摘要： A space frame (10) has upper chord lower grids (12, 14) of intersecting chords (16, 18). The chords (16, 18) are interconnected by bracing modules (30), the bracing modules (30) being spaced apart from one another in each grid direction. The bracing modules (30) are formed from four bracing members (32), the bracing members (32) being arranged in mutually inclined pairs, the bracing members (32) of each pair extending between upper and lower chords (16, 18) extending in the same grid direction. Each pair of bracing members (32) crosses the other pair of bracing members (32), the point of crossing (34) coinciding or being positioned between each member of the other pair of bracing members (32) and either the upper or lower chord (16, 18) associated with the other pair of bracing members (32).
摘要翻译：空间框架（10）具有相交弦（16,18）的上弦下格栅（12,14）。弦杆（16,18）通过支撑模块（30）互连，支撑模块（30）在每个格子方向上彼此间隔开。支撑模块（30）由四个支撑构件（32）形成，支撑构件（32）以相互倾斜的对布置，每对支撑构件（32）在上和下弦杆（16,18）之间延伸，在同一个网格方向。每对支撑构件（32）跨越另一对支撑构件（32），交叉点（34）重叠或位于另一对支撑构件（32）的每个构件之间，或者上弦或下弦（16,18），与另一对支撑构件（32）相关联。

6. 发明授权

US06240694B1 Storage dome for combustible bulk material 有权
标题翻译：储存圆顶用于可燃散装材料
公开(公告)号：US06240694B1
公开(公告)日：2001-06-05
申请号：US09461465
申请日：1999-12-14
申请人： Francisco Castaño
发明人： Francisco Castaño
IPC分类号： E04H502
CPC分类号： E04B1/3211 , E04B1/1909 , E04B2001/193 , E04B2001/1933 , E04B2001/1966 , E04B2001/1987 , E04B2001/199 , E04B2001/3247 , E04B2001/3252 , E04B2001/3294
摘要： A structure includes a framework including frame members interconnected by hub members. The framework includes an inner surface and an outer surface. Cladding material is attached to the inner surface of the framework to form an enclosure or shell within the framework and maintain the framework exterior of the cladding material. This arrangement limits the collection of dust on the structural space frame elements due to the absence of the framework from the interior of the structure.
摘要翻译：结构包括框架，框架包括由毂构件相互连接的框架构件。框架包括内表面和外表面。包层材料附接到框架的内表面以在框架内形成外壳或壳体并且保持包层材料的框架外部。这种布置限制了结构空间框架元件上的灰尘的收集，这是由于结构内部没有框架。

7. 发明授权

US5597629A High shear strength pultrusion 失效
标题翻译：高剪切强度拉挤成型
公开(公告)号：US5597629A
公开(公告)日：1997-01-28
申请号：US325981
申请日：1995-01-26
申请人： David W. Johnson
发明人： David W. Johnson
IPC分类号： A47B47/04 , A47B73/00 , B29C70/52 , E01D1/00 , E04B1/19 , E04B1/58 , E04C3/12 , E04C3/28 , E04C3/42 , E04C3/46 , E04G1/04 , E04H12/02 , E04H12/24 , E04H17/14 , F16B7/04 , F16B12/12 , B29D22/00
CPC分类号： F16B7/0446 , A47B47/04 , A47B73/00 , B29C70/525 , E01D1/00 , E04B1/19 , E04C3/12 , E04C3/28 , E04C3/42 , E04C3/46 , E04G1/04 , E04H12/02 , E04H17/1439 , F16B12/125 , E01D2101/10 , E01D2101/26 , E01D2101/30 , E01D2101/40 , E04B2001/1924 , E04B2001/1927 , E04B2001/1933 , E04B2001/1945 , E04B2001/1948 , E04B2001/1957 , E04B2001/1963 , E04B2001/1975 , E04B2001/1984 , E04B2001/199 , E04B2001/1993 , E04B2001/5893 , E04H12/24 , Y10T156/1008 , Y10T156/101 , Y10T156/1051 , Y10T428/1362 , Y10T428/24033 , Y10T428/24446 , Y10T428/24645 , Y10T428/24686 , Y10T428/24785
摘要： To produce a pultrusion which can be machined without undue strength loss bidirectional woven fiber fabric is modified to be pultrudable into a high shear strength composite member. In a preferred form of the invention the fabric is pleated in the pultrusion process to create an endless wall of stacked switchback pleated layers which defines a box beam wall in one example, and the shaft of a bolt in another. Products produced by this process have improved isotonic strength qualities over currently produced pultrusions, which are limited to unidirectional fibers, continuous fiber mats, or alternating layers of non-woven 0.degree. and 90.degree. cloth and do not have the shear strength inherent in the pleated configuration.
摘要翻译：为了生产可以在没有不适当强度损失的情况下加工的拉挤成型，双向织造纤维织物被改性成可拉挤成高剪切强度的复合材料。在本发明的优选形式中，织物在拉挤成型工艺中打褶以在一个示例中形成层叠的折回折叠层，其限定了箱形梁壁，并且在另一个示例中形成了螺栓的轴。通过该方法生产的产品具有超过目前生产的拉挤挤出物的等渗强度特性，其仅限于单向纤维，连续纤维垫或无纺织物0°和90°布的交替层，并且不具有褶皱固有的剪切强度组态。

8. 发明授权

US5575129A Connector for truss structure 失效
标题翻译：桁架结构连接器
公开(公告)号：US5575129A
公开(公告)日：1996-11-19
申请号：US330673
申请日：1994-10-28
申请人： Yasuo Goto
发明人： Yasuo Goto
IPC分类号： E04B1/19 , E04B1/48 , E04C5/03
CPC分类号： E04B1/1903 , E04B1/48 , E04B2001/1933 , E04B2001/1945 , E04B2001/196 , E04B2001/1972 , Y10T403/472 , Y10T403/473
摘要： It is an object of the present invention to provide a connector for truss having a high shearing resistance and a superior safety in which the connector can be inserted into and fixed in advance to the abutted surfaces of the structural members to be connected, adjustment of orientation of the connector is not needed, workability and installing workability can be remarkably improved and further the inserted and fixed connector can be prevented from being pulled when the connector is connected to the structural member. The connector of the present invention includes the flat-plate like connecting plate 2, a hollow tubular member 3 having one end fixed to each of both surfaces of the connecting plate 2 and opened at the other end, a branch pipe engage part 7 communicated from a side of the tubular member 3 facing to the connecting plate up to the hollow part, a hollow branch pipe 8 having the engage part 9 removably engaged with the branch pipe engage part 7 formed at at least one end thereof, and a fixing hole 12 formed at a predetermined part of the connecting plate 2.
摘要翻译：本发明的目的是提供一种具有高剪切阻力和高安全性的桁架连接器，其中连接器可以预先插入并固定在要连接的结构构件的邻接表面上，调整取向的连接器，可以显着地提高可操作性和安装加工性，并且当连接器连接到结构构件时，可以防止插入和固定的连接器被拉动。本发明的连接器包括平板状连接板2，中空管状部件3，其一端固定在连接板2的两个表面中并在另一端开口，分支管接合部分7从管状构件3的面向连接板直到中空部分的一侧，具有可拆卸地与分支管接合的接合部分9的中空支管8接合形成在其至少一端的部分7和固定孔12 形成在连接板2的预定部分。

9. 发明授权

US5398475A Joint-adapter for doubly curved lattice girders, in particular single-layer types 失效
标题翻译：用于双曲面网格梁的联合适配器，特别是单层类型
公开(公告)号：US5398475A
公开(公告)日：1995-03-21
申请号：US80217
申请日：1993-06-23
申请人： Paul Kraus
发明人： Paul Kraus
IPC分类号： E04B1/19 , E04B1/32 , E04B1/58 , E04H12/00
CPC分类号： E04B1/1903 , E04B1/3211 , E04B1/1909 , E04B2001/1933 , E04B2001/196 , E04B2001/3247 , E04B2001/3294
摘要： In order to manufacture joint-adapters for doubly curved and preferably single-layer lattice girders with improved strength and lesser weight while at the same time also allowing relatively high curvatures of the lattice girders, the invention suggests to make the joint-adapters 11 predominantly frusto-conical. Their plane rest surfaces 22 for the butt ends of the bars 10 of the lattice girder subtend the same or substantially the same slope angle .alpha. with the extended joint-adapter main axis 16 as the residual part of the joint-adapter wall. The slope angle .alpha. of the rest surfaces 12 relative to the extended joint-adapter main axis 16 determines the curvature of the lattice girder. In the preferred embodiment mode of the invention, the wall thickness of the frusto-conical joint-adapter 11 is of constant thickness over the entire height H at its thinnest sites in the vicinity of the rest surfaces 12.
摘要翻译：为了制造具有改进的强度和较小重量的双弯曲和优选单层网格梁的接头适配器，同时还允许格子梁的相对较高的曲率，本发明提出使接头适配器11主要是截头圆锥体 -锥。它们的平面搁置面22用于格栅梁的杆10的对接端，与作为接合适配器壁的剩余部分的延伸接头适配器主轴线16相对或基本相同的倾斜角α。其余表面12相对于延伸接头适配器主轴线16的倾斜角度α决定了格子梁的曲率。在本发明的优选实施方式中，截头圆锥形接头适配器11的壁厚在整个高度H处，在其最外面的位置在其余表面12附近具有恒定的厚度。

10. 发明授权

US5247774A Tower constructed of pultruded composites 失效
标题翻译：由拉挤成型的复合材料构成的塔
公开(公告)号：US5247774A
公开(公告)日：1993-09-28
申请号：US715912
申请日：1991-06-14
申请人： David W. Johnson
发明人： David W. Johnson
IPC分类号： B29C70/52 , E01D1/00 , E04B1/19 , E04B1/58 , E04C3/12 , E04C3/28 , E04C3/42 , E04G1/04 , E04H12/02 , E04H12/24 , E04H17/14
CPC分类号： E04G1/04 , B29C70/525 , E01D1/00 , E04B1/19 , E04C3/12 , E04C3/28 , E04C3/42 , E04H12/02 , E01D2101/10 , E01D2101/26 , E01D2101/30 , E01D2101/40 , E04B2001/1924 , E04B2001/1927 , E04B2001/1933 , E04B2001/1945 , E04B2001/1948 , E04B2001/1957 , E04B2001/1963 , E04B2001/1975 , E04B2001/1984 , E04B2001/199 , E04B2001/1993 , E04B2001/5893 , E04H12/24
摘要： A high voltage electrical transmission line tower is constructed virtually completely from insulated pultruded composites, enabling the closer spacing of conductors and the creation of a smaller tower structure and weighing half or less the weight of a steel tower with the same power transmitting capabilities.
摘要翻译：高压输电线塔实际上完全由绝缘的拉挤成型复合材料构成，能够使导体间距更靠近，并产生较小的塔架结构，并且具有相同功率传输能力的钢塔重量的一半或更小。

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