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41. 发明申请

US20120255242A1 Concentrically Loaded, Adjustable Piering System 有权
标题翻译：集中装载，可调节的穿孔系统
公开(公告)号：US20120255242A1
公开(公告)日：2012-10-11
申请号：US13526329
申请日：2012-06-18
申请人： Steven Patton
发明人： Steven Patton
IPC分类号： B66F3/08 , E02D27/32
CPC分类号： E02D27/48 , B66F3/24 , E01D15/14 , E02B3/068 , E02D5/00 , E02D35/005
摘要： A piering system includes a heave plate attached to a foundation and supported by a pier. A downward facing socket is permanently attached to the heave plate. The socket receives the top end of a heavy stud of a coupling assembly, the bottom end of the stud is screwed into a captive nut of a shim-block. A nut is welded to the stud leaving about ½ inch of the stud protruding upwards for insertion into the socket. The nut may be turned to adjust the height of the stud. The shim-block and coupling assembly are supported by a head plate which is supported by the pier. The head plate includes a wide table for supporting a pair of jacks on opposite sides of a house jack facilitating installation of the system. The cooperation of the ball and socket helps to prevent “off-set loads” which otherwise may break the piering system.
摘要翻译：一个穿孔系统包括一个连接在基础上并由码头支撑的升沉板。向下的插座永久地连接到升沉板。插座接收连接组件的重型螺柱的顶端，螺柱的底端旋入垫片的固定螺母。螺母被焊接到螺柱上，留下大约1/2英寸的螺柱向上突出以插入插座中。螺母可以转动以调节螺柱的高度。垫片和联轴器组件由由码头支撑的头板支撑。头板包括宽桌子，用于在房屋插座的相对侧上支撑一对插座，便于系统的安装。球和插座的协作有助于防止否则会破坏穿孔系统的偏置负载。

42. 发明申请

US20120110937A1 FOUNDATION FOR BUILDING IN NUCLEAR FACILITIES AND METHOD FOR BUILDING FOUNDATION 有权
标题翻译：核设施建设基金会和建筑基金会方法
公开(公告)号：US20120110937A1
公开(公告)日：2012-05-10
申请号：US13383770
申请日：2010-10-19
申请人： Kunihiko Sato , Hiroshi Shimizu , Takeo Baba
发明人： Kunihiko Sato , Hiroshi Shimizu , Takeo Baba
IPC分类号： E02D27/32 , E04G21/02
CPC分类号： G21C13/024 , Y02E30/40
摘要： To include a lower foundation 30 provided on a ground 7 and an upper foundation 31 provided above the lower foundation 30 with a base isolating device 32 interposed therebetween. The upper foundation 31 includes a bottomed steel-plate form 40, a hull structure 41 arranged in the steel plate form 40, and a concrete part 46 filled in the steel plate form 40. The hull structure 41 is constituted in a lattice shape by a plurality of transverse reinforcing ribs 42 that extend on a bottom steel plate 40a of the steel plate form 40 and a plurality of longitudinal reinforcing ribs 43 that extend on the bottom steel plate 40a of the steel plate form 40 so as to be orthogonal to the transverse reinforcing ribs 42.
摘要翻译：包括设置在地面7上的下基座30和设置在下基座30上方的上基座31，其间具有基座隔离装置32。上基座31包括底板钢板40，设置在钢板40中的船体结构41和填充在钢板形40中的混凝土部46.船体结构41由格架形状在钢板40的底部钢板40a上延伸的多个横向加强肋42和在钢板40的底部钢板40a上延伸的多个纵向加强肋43，加强筋42。

43. 发明申请

US20120096789A1 INTEGRATED LOCALIZATION STEEL FRAME USED IN LIGHTWEIGHT STEEL BUILDING 有权
标题翻译：在轻钢建筑中使用的集成本地化钢框架
公开(公告)号：US20120096789A1
公开(公告)日：2012-04-26
申请号：US13381599
申请日：2010-06-01
申请人： Ying Chun Hsieh
发明人： Ying Chun Hsieh
IPC分类号： E04B1/19 , E02D27/32 , E04B1/38
CPC分类号： E04B1/24 , E04B7/022 , E04B2001/2448 , E04B2001/2463 , E04B2001/2472 , E04B2001/2496 , E04C3/40
摘要： The present invention relates to an integrated localization steel frame used in lightweight steel building. The localization steel frame comprises steel columns (2), bracing members (1), and localization members (3) connecting the steel columns (2) and bracing members (1) through fixing connectors (7). The localization members (3) are casted in concrete ring beams (4). The steel columns (2), bracing members (1) and the fixing connectors (7) are connected together in pre-determined positions. The localization steel frame has proper structure, and is stressed uniformly and cost effective in construction. It can be assembled simply on site and can improve the construction efficiency. Hence it is more suitable for practical application.
摘要翻译：本发明涉及一种用于轻质钢结构的综合定位钢框架。定位钢框架包括钢柱（2），支撑构件（1）和通过固定连接器（7）连接钢柱（2）和支撑构件（1）的定位构件（3）。定位构件（3）铸造在混凝土环梁（4）中。钢柱（2），支撑构件（1）和固定连接器（7）在预定位置连接在一起。定位钢框架结构合理，施工均匀，成本效益好。它可以在现场组装简单，可以提高施工效率。因此更适合实际应用。

44. 发明申请

US20120066997A1 MODULAR INTER-LOCKING EXTERIOR WALL SYSTEM 有权
标题翻译：模块化锁定外墙系统
公开(公告)号：US20120066997A1
公开(公告)日：2012-03-22
申请号：US13235068
申请日：2011-09-16
申请人： Robert S. Hodgson
发明人： Robert S. Hodgson
IPC分类号： E04B2/56 , E04H17/16 , E04H17/20 , E02D27/32
CPC分类号： E04H17/16 , E04H17/1404
摘要： A modular interlocking exterior wall system comprises one or more laminated panels formed of a paper product core sandwiched between two cementitious skins, two vertical posts having laterally extending flanges which interlock in vertical grooves formed in the sides of the panels, and a top rail having a downwardly opening top groove which receives and reinforces the horizontal top edge of the top panel, wherein bottom portions of the posts are anchored below ground. An optional bottom rail has an upwardly opening groove for receiving and supporting the bottom edge of the bottom panel, and laterally extending flanges of an optional mid rail are received in top and bottom grooves, respectively, of bottom and top panels to interlock and reinforce the panels.
摘要翻译：模块化联锁外壁系统包括由夹在两个水泥质表面之间的纸制品芯构成的一个或多个层压板，具有横向延伸的凸缘的两个立柱，所述两个垂直柱在形成在板的侧面中的垂直槽中互锁，向下开口的顶部槽，其接收并加固顶板的水平顶部边缘，其中柱的底部锚定在地面以下。可选的底轨具有向上开口的凹槽，用于接收和支撑底板的底部边缘，并且可选中间导轨的横向延伸的凸缘分别容纳在底板和顶板的顶部和底部槽中，以互锁和加强面板。

45. 发明申请

US20120047830A1 FATIGUE RESISTANT FOUNDATION 有权
标题翻译：耐疲劳基金会
公开(公告)号：US20120047830A1
公开(公告)日：2012-03-01
申请号：US13319083
申请日：2010-07-05
申请人： Ahmed Phuly
发明人： Ahmed Phuly
IPC分类号： E02D27/32
CPC分类号： E02D27/425 , E02B17/025 , E02B2017/0039 , E02B2017/006 , E02B2017/0065 , E02B2017/0091 , E02D27/42 , E02D27/52 , F03D13/22 , F05B2240/912 , Y02B10/30 , Y02E10/728
摘要： A fatigue resistant gravity based spread footing under heavy multi-axial cyclical loading of a wind tower. The foundation having a central vertical pedestal, a substantially horizontal continuous bottom support slab with a stiffened perimeter, a plurality of radial reinforcing ribs extending radially outward from the pedestal. The pedestal, ribs and slab forming a continuous monolithic structure. The foundation having a three-dimensional network of post-tensioning elements that keep the structural elements under heavy multi-axial post compression with a specific eccentricity intended to reduce stress amplitudes and deflections and allows the foundation to have a desirable combination of high stiffness and superior fatigue resistance. The foundation design reduces the weight and volume of materials used, reduces cost, and improves heat dissipation conditions during construction by having a small ratio of concrete mass to surface area thus eliminating the risk of thermal cracking due to heat of hydration.
摘要翻译：在风力塔的重多轴向循环加载下的耐疲劳重力传播基础。具有中心垂直基座的基座，具有加强周长的基本上水平的连续底部支撑板，从基座径向向外延伸的多个径向加强肋。基座，肋骨和板坯形成连续的整体结构。该基础具有后张紧元件的三维网络，其将结构元件保持在重多轴向后压缩之下，具有旨在减小应力幅度和偏转的特定偏心度，并且允许基础具有高刚度和优异性的期望组合耐疲劳性基础设计减少了使用材料的重量和体积，降低了成本，并且通过使混凝土质量与表面积的比例小而改善了施工过程中的散热条件，从而消除了由于水合作用导致的热裂纹的风险。

46. 发明申请

US20110225910A1 SUPPORT FOR A GRAIN BIN FLOOR AND METHOD OF MAKING THE SAME 有权
标题翻译：支持谷物地板及其制作方法
公开(公告)号：US20110225910A1
公开(公告)日：2011-09-22
申请号：US13050627
申请日：2011-03-17
申请人： Steven E. Sukup , Tun Ge , William C. Shepherd , Charles E. Sukup
发明人： Steven E. Sukup , Tun Ge , William C. Shepherd , Charles E. Sukup
IPC分类号： E04H7/22 , E02D27/32 , E04B5/00
CPC分类号： F26B25/10 , B65D88/742 , E04H7/30 , F26B2200/06 , Y02A40/55
摘要： A floor support for a grain bin floor made from a sheet of galvanized steel having a top surface, a bottom surface and flat ends. The floor support has a plurality of flanges and notches disposed within the top surface and a plurality of openings disposed through the sheet of galvanized steel. Positioned between each opening is a first bend. Positioned on either side of selected first bends is a second bend thereby forming a z-shaped floor support.
摘要翻译：用于由具有顶表面，底表面和平坦端的镀锌钢板制成的粮仓地板的地板支撑件。地板支撑件具有设置在顶表面内的多个凸缘和凹口以及穿过镀锌钢板的多个开口。位于每个开口之间是第一弯。位于所选择的第一弯头的任一侧上是第二弯曲，从而形成z形底板支撑件。

47. 发明申请

US20110061315A1 ELASTIC CONSTRUCTION FOUNDATION METHOD 审中-公开
标题翻译：弹性建筑基金会方法
公开(公告)号：US20110061315A1
公开(公告)日：2011-03-17
申请号：US12993300
申请日：2009-06-19
申请人： Ioannis Kisanakis
发明人： Ioannis Kisanakis
IPC分类号： E04H9/02 , E04B1/38 , E04C5/16 , E02D27/32 , E04C2/20
CPC分类号： E02D27/34
摘要： The structure bearing surface is artificially constructed, avoiding any foundation failures which, according to aftershock data, have already occurred resulting in cracks or even in complete rupture of joints. Anti-seismic insulation is then created by using cell cushions, whereas erosion to connecting mechanisms as well as to the primary shock-proof mechanism may be prevented by using insulators. The sand ensures stable working surface for the equal load distribution during the time required for the construction, as well as following the completion of the project. Moreover, at the time of the earthquake, the mechanical properties of the sand shall provide elasticity, enhancing the shock-proof properties of cushions, preventing at the same time the uneven load distribution on building frame. The connecting mechanisms, which are fixed on the main points of both sides of the entire project, shall provide the secure operation of shock-proof mechanism.
摘要翻译：结构承载面是人为构造的，避免了任何基础故障，根据余震数据，已经发生了导致裂缝或甚至接头完全断裂的基础故障。然后通过使用电池垫产生抗震绝缘，而通过使用绝缘体可以防止对连接机构以及初级防震机构的侵蚀。在施工所需的时间内，以及项目完成后，砂确保了平均负荷分布的稳定工作面。此外，在地震时，砂的力学性能应提供弹性，增强垫子的防震性能，同时防止建筑物框架上的不均匀载荷分布。固定在整个工程两侧要点的连接机构，应提供防震机构的安全运行。

48. 发明申请

US20100319280A1 Precast Temporary Facility Structure and a Construction Method for the Same 审中-公开
标题翻译：预制临时设施结构及其施工方法
公开(公告)号：US20100319280A1
公开(公告)日：2010-12-23
申请号：US12865701
申请日：2009-01-30
申请人： Manyop Han
发明人： Manyop Han
IPC分类号： E02D5/10 , E02D27/32
CPC分类号： E04B1/20 , E04C3/08 , E04C3/205 , E04C3/293
摘要： The present invention relates to a precast temporary facility structure composed of segment members which is manufactured in a predetermined shape in advance at a factory and disposed close to the inner side of a temporary facility wall by fixing means and filled with concrete, and connectors integrally connected to the ends of the segment structures by coupling means to connect the segment members. Accordingly, it is possible to achieve sufficient support force for a long span temporary facility wall having a large entire length and reduce time for curing concrete by the precast, such that it is possible to reduce the construction period.
摘要翻译：本发明涉及一种预制临时设施结构，其由在工厂预先制造成预定形状的分段构件组成，并且通过固定装置靠近临时设施壁的内侧设置并充满混凝土，并且连接器整体连接通过联接装置连接到段构件到段结构的端部。因此，能够对于整个长度大的长跨度临时设备壁实现足够的支撑力，并且通过预制件减少固化混凝土的时间，从而可以减少施工周期。

49. 发明申请

US20100236163A1 Barrier Wall and Method of Forming Wall Panels Between Vertical Wall Stiffeners with Support Members Extending Partially Through the Wall Panels 有权
标题翻译：阻隔壁和在垂直壁加强筋之间形成壁板的方法，其中支撑构件部分地延伸穿过壁板
公开(公告)号：US20100236163A1
公开(公告)日：2010-09-23
申请号：US12791754
申请日：2010-06-01
申请人： Keith A. Sanders , Donald J. Parks , James L. Beavers, JR.
发明人： Keith A. Sanders , Donald J. Parks , James L. Beavers, JR.
IPC分类号： E01F8/00 , E04B1/82 , E02D27/32 , E04B2/08
CPC分类号： E01F8/0023 , E04B1/14 , E04B1/80 , E04B2/08 , E04B2/58 , E04B2001/2481 , E04C2/205
摘要： A sound barrier wall has a plurality of footings spaced apart and vertical “I” beam wall stiffeners mounted to the footings. Alternatively, the vertical wall stiffeners are mounted to a crash barrier. A horizontal wall stiffener can be disposed between the adjacent vertical wall stiffeners. A plurality of wall panels is vertically stacked between adjacent vertical wall stiffeners. Each wall panel includes a sound insulating block, and plurality of support members disposed on opposite sides of the sound insulating block for providing structural support. Each support member has a head portion in contact with a surface of the sound insulating block and a stem portion extending into the sound insulating block. An “I” beam can be disposed between the vertically stacked wall panels. A top cap is mounted over the vertically stacked wall panels and protective layer is formed over the wall panels and vertical wall stiffeners.
摘要翻译：隔音壁具有间隔开的多个脚和垂直的“I”梁壁加强件，其安装到基脚。或者，垂直壁加强件安装到碰撞障碍物。可以在相邻的垂直壁加强件之间设置水平的壁加强件。多个壁板垂直地堆叠在相邻的竖壁加强件之间。每个墙板包括隔音块和设置在隔音块的相对侧上的多个支撑构件，用于提供结构支撑。每个支撑构件具有与隔音块的表面接触的头部和延伸到隔音块中的杆部。 “I”梁可以设置在垂直堆叠的墙板之间。顶盖安装在垂直堆叠的墙板上，保护层形成在墙板和垂直墙加固件上。

50. 发明申请

US20100132270A1 MODULAR SURFACE FOUNDATION FOR WIND TURBINE SPACE FRAME TOWERS 审中-公开
标题翻译：风力涡轮机空间框架的模块化表面基础
公开(公告)号：US20100132270A1
公开(公告)日：2010-06-03
申请号：US12499406
申请日：2009-07-08
申请人： Lawrence WILLEY , Danian Zheng
发明人： Lawrence WILLEY , Danian Zheng
IPC分类号： E04H5/04 , E02D27/32 , E04B1/19
CPC分类号： E02D27/42 , E02B17/0004 , E02B2017/0091 , E02D27/38 , E02D27/425 , F03D13/10 , F03D13/20 , F03D13/22 , F03D80/00 , F05B2240/9121 , Y02E10/728
摘要： A modular surface foundation for wind turbine space frame towers, an apparatus to form panels of housing members of modular surface foundation, and method of forming the modular surface foundation for wind turbine space frame towers is provided. The modular surface foundation comprises a plurality of footing members, and a housing member disposed on each of the footing members, the housing members extending from the footing members and attaching to one or more structural members forming a portion of a wind turbine tower, wherein the housing member provides support and increased height for the space frame tower and includes an interior space.
摘要翻译：提供了一种用于风力涡轮机空间框架塔的模块化表面基础，用于形成模块化表面基础的壳体构件的装置以及形成用于风力涡轮机空间框架塔的模块化表面基础的方法。模块化表面基座包括多个基脚构件和设置在每个基础构件上的壳体构件，壳体构件从基脚构件延伸并附接到形成风力涡轮机塔架的一部分的一个或多个结构构件，其中，壳体构件为空间框架塔提供支撑和增加的高度，并且包括内部空间。

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