公开(公告)号：US07770342B2

公开(公告)日：2010-08-10

申请号：US11777002

申请日：2007-07-12

申请人： Carl R. Marschke

发明人： Carl R. Marschke

IPC分类号： E04C5/08

CPC分类号： E04B5/43 ,  E01D19/125 ,  E01D2101/00 ,  E01D2101/268 ,  E01D2101/34 ,  E01D2101/40 ,  E04B5/026 ,  E04B5/04 ,  E04B5/40 ,  E04C2/365

摘要： A stress-optimized structural support which may be utilized as a beam or assembled with similar supports to form a building floor or roof panel or a bridge deck utilizes an open core element, made preferably of suitably treated fluted paper, upper and lower thin skin sheets, preferably steel skins, and a layer of concrete poured over the top skin. Modules comprising the hollow core element and the upper and lower skin sheets are fabricated to lengths required for building floor, roof or bridge spans and, when joined by welding or otherwise joining the upper and lower skin sheets of adjacent elements along their full lengths, provide a floor or roof deck structure of a large span with horizontal stresses distributed omnidirectionally. A post-stressing tensile system redistributes and reduces the load on the roof deck by about one-half. Small building decks utilizing the stress redistribution system can be combined to build a large span roof in which multiple tensioning systems are coordinated to simultaneously effect the load redistribution.

摘要翻译： 可以用作梁或用类似的支撑件组装以形成建筑物地板或屋顶板或桥面板的应力优化的结构支撑件利用开放的芯元件，其优选地由适当处理的带槽纹纸，上下薄薄片 ，优选钢皮，和一层混凝土浇在顶部皮肤上。 包括中空芯元件和上下皮肤片的模块被制造成建筑物地板，屋顶或桥梁跨度所需的长度，并且当通过焊接或以其他方式连接相邻元件的上部和下部皮肤片沿其全长连接时，提供 大跨度的地板或屋顶甲板结构，水平应力全方位分布。 后应力拉伸系统将屋顶甲板上的载荷重新分配并减少约一半。 利用应力再分配系统的小型建筑甲板可以结合起来构建一个大跨度屋顶，其中多个张紧系统被协调以同时影响载荷再分配。

公开(公告)号：US07735272B2

公开(公告)日：2010-06-15

申请号：US12080754

申请日：2008-04-03

申请人： Apostolos Caroussos

发明人： Apostolos Caroussos

IPC分类号： E04B1/10 ,  E04C5/08

CPC分类号： E04B2/702 ,  E04B1/2604 ,  E04B2001/3583

摘要： A system of construction using a mechanical device (20) which applies a force to an assembly of elements having a high resistance in compression in order to build walls, roofs, floors, and beams. The device makes it possible to preserve the integrity of the assembly even when undergoing changes in volumetry. It comprises three parts: a first component, namely a winch (24) applies a force to the assembly at one of its ends. A second component, a thin steel band (22) transmits the force to the assembly over a long distance. A third component, a spring (30) in compression maintains the force applied by the first two components even when there is a change in volumetry. A compressible and impermeable membrane (49) ensures the sealing of the assembly and metal fasteners ensure the stability of the assembly, sideways.

摘要翻译： 一种使用机械装置（20）的结构的系统，该机械装置（20）将压力施加于具有高抗压性的元件的组件上，以便构建墙壁，屋顶，地板和梁。 该设备使得即使在体积变化时也能保持组件的完整性。 它包括三个部分：第一部件，即绞盘（24）在其一个端部向组件施加力。 第二部件，薄钢带（22）将力传递到组件上长距离。 第三组件，压缩弹簧（30）即使当体积变化时也保持由前两个部件施加的力。 可压缩和不渗透膜（49）确保组件和金属紧固件的密封确保组件的侧面稳定性。

公开(公告)号：US20100043322A1

公开(公告)日：2010-02-25

申请号：US12194922

申请日：2008-08-20

申请人： Walter Conti

发明人： Walter Conti

IPC分类号： B65G47/90 ,  E04C5/08

CPC分类号： A47F3/08 ,  A47F11/10 ,  G09F15/0025

摘要： System and methods for providing synchronized ornamental displays in a presentation zone that is at least partially containing a fluid, which include a support structure, a decorative object supported by the support structure, a light disposed on the object, a plurality of cables coupled to the support structure at their respective first ends; a plurality of cable tensioning devices, wherein one cable tensioning device is engaged with the second end of a respective cable of the plurality of cables, and the plurality of cable tensioning devices are positioned spatially about the periphery of the presentation zone, wherein the spatial arrangement defines a range of desired movement for the object, and a control device operatively associated with the tensioning devices and light.

摘要翻译： 用于在至少部分地包含流体的呈现区域中提供同步的装饰显示器的系统和方法，所述显示区域包括支撑结构，由所述支撑结构支撑的装饰物体，设置在所述物体上的光，多个电缆， 支撑结构在其各自的第一端; 多个电缆张紧装置，其中一个电缆张紧装置与所述多个电缆的相应电缆的第二端接合，并且所述多个电缆张紧装置围绕所述呈现区域的外围定位在空间上，其中所述空间布置 定义了对象的期望运动的范围，以及与张紧装置和光可操作地相关联的控制装置。

公开(公告)号：US20090301011A1

公开(公告)日：2009-12-10

申请号：US12303097

申请日：2007-05-30

申请人： Johann Kollegger ,  Stefan L. Burtscher ,  Andreas Kainz

发明人： Johann Kollegger ,  Stefan L. Burtscher ,  Andreas Kainz

IPC分类号： E04C5/08 ,  E04B1/20 ,  E04B1/22

CPC分类号： E04B5/28 ,  E04B5/38

摘要： A reinforced concrete ceiling is characterized by a combination of the following features: a concrete slab (1) the thickness (D) of which falls short of the total thickness of the reinforced concrete ceiling, and intersecting ribs (2) which are each connected with an end region (3) to the concrete slab (1) in a force-transmitting manner and project freely upwards from the concrete slab (1), i.e., without being integrated in a further supporting surface structure, wherein their top end regions (4) are designed to absorb compressive and/or tensile forces and wherein the ribs (2) are connected to each other in a frictional manner at the respective intersection points (9), and their regions lying in each case between the top and bottom end regions (3,4) have at least one aperture (6).

摘要翻译： 钢筋混凝土天花板的特征在于具有以下特征的组合：混凝土板（1），其厚度（D）低于钢筋混凝土天花板的总厚度，以及与肋（2）相互连接的相交肋 一个端部区域（3）以一种传递力的方式连接到混凝土板坯（1），并从混凝土板（1）上自由地突出，即不集成在另一个支撑表面结构中，其中它们的顶端区域 ）被设计成吸收压缩力和/或拉力，并且其中肋（2）以摩擦的方式在相应的交点（9）处彼此连接，并且它们的区域位于顶端和底端区域之间 （3,4）具有至少一个孔（6）。

公开(公告)号：US20090293389A1

公开(公告)日：2009-12-03

申请号：US12542547

申请日：2009-08-17

申请人： Kenneth C. BAUR ,  Alicia ALLAMENA ,  Gary C. GRAZIANO

发明人： Kenneth C. BAUR ,  Alicia ALLAMENA ,  Gary C. GRAZIANO

IPC分类号： E04C5/08 ,  E04B1/66

CPC分类号： E02D29/14

摘要： A prestressed structural concrete system is disclosed that includes a prestressed concrete structural member and a cover configured to securely engage a cavity of the member to substantially seal the cavity from an outside environment. The cover includes a surface configured to achieve a substantially fluid tight seal with the concrete member.

摘要翻译： 公开了一种预应力结构混凝土系统，其包括预应力混凝土结构构件和构造成牢固地接合构件的空腔以将空腔基本上与外部环境密封的盖。 盖子包括被配置为实现与混凝土构件基本上流体密封的表面。

公开(公告)号：US07621103B1

公开(公告)日：2009-11-24

申请号：US10984023

申请日：2004-11-08

申请人： Felix L. Sorkin

发明人： Felix L. Sorkin

IPC分类号： E04C5/08

CPC分类号： E04C5/10

摘要： A duct system for profiled post-tendon construction has a first duct, a second duct and a third duct joined together in end-to-end relationship. The first and third ducts are of one type of polymeric material. The second duct is of a different type of polymeric material. The second duct has a parabolic curvature while the first and third ducts are generally straight. The second duct has a cross-sectional configuration that is identical to the cross-sectional configuration of the first and third ducts.

摘要翻译： 用于异型后腱结构的管道系统具有以端对端关系连接在一起的第一管道，第二管道和第三管道。 第一和第三导管是一种类型的聚合材料。 第二导管是不同类型的聚合材料。 第二管道具有抛物线曲率，而第一和第三管道通常是直的。 第二管道具有与第一和第三管道的横截面构造相同的横截面构造。

公开(公告)号：US07596915B2

公开(公告)日：2009-10-06

申请号：US11806060

申请日：2007-05-29

申请人： Brain E. Lee ,  Stephan K. Barsun ,  Richard C. Bourne ,  Marc A. Hoeschele ,  David A. Springer

发明人： Brain E. Lee ,  Stephan K. Barsun ,  Richard C. Bourne ,  Marc A. Hoeschele ,  David A. Springer

IPC分类号： E02D27/32 ,  E04C5/08 ,  E04C3/20 ,  E04C3/30 ,  E04G15/00 ,  E04G11/06 ,  B29C39/00 ,  B28B7/16

CPC分类号： E02D31/02

摘要： A method of forming an insulated concrete foundation is provided comprising constructing a foundation frame, the frame comprising an insulating form having an opening, inserting a pocket former into the opening; placing concrete inside the foundation frame; and removing the pocket former after the placed concrete has set, wherein the concrete forms a pocket in the placed concrete that is accessible through the opening. The method may further comprise sealing the opening by placing a sealing plug or sealing material in the opening. A system for forming an insulated concrete foundation is provided comprising a plurality of interconnected insulating forms, the insulating forms having a rigid outer member protecting and encasing an insulating material, and at least one gripping lip extending outwardly from the outer member to provide a pest barrier. At least one insulating form has an opening into which a removable pocket former is inserted. The system may also provide a tension anchor positioned in the pocket former and a tendon connected to the tension anchor.

摘要翻译： 提供了一种形成绝缘混凝土基座的方法，包括构造基础框架，框架包括具有开口的绝缘形式，将口袋形成器插入开口中; 将混凝土置于基础框架内; 并且在放置的混凝土已经固定之后移除袋形成型器，其中混凝土在通过开口可接近的放置的混凝土中形成一个口袋。 该方法还可以包括通过在开口中放置密封塞或密封材料来密封开口。 提供一种用于形成绝缘混凝土基座的系统，其包括多个互连的绝缘形式，所述绝缘形式具有保护和封装绝缘材料的刚性外部构件，以及从所述外部构件向外延伸以提供害虫屏障的至少一个抓持唇 。 至少一个绝缘形式具有开口，可移除的口袋形成器插入该开口中。 系统还可以提供定位在袋形成器中的张力锚和连接到张力锚的腱。

公开(公告)号：US07585562B2

公开(公告)日：2009-09-08

申请号：US11704930

申请日：2007-02-12

申请人： Takeshi Hasui ,  Takatsugu Fujikawa

发明人： Takeshi Hasui ,  Takatsugu Fujikawa

IPC分类号： D02G3/36 ,  D02G3/22 ,  E04C5/08

CPC分类号： E04C5/08 ,  D07B1/0693 ,  D07B7/145 ,  D07B7/185 ,  D07B2201/201 ,  D07B2201/2012 ,  D07B2201/2013 ,  D07B2501/2023 ,  Y10T428/2933 ,  Y10T428/2936 ,  Y10T428/2938 ,  Y10T428/294 ,  Y10T428/2947

摘要： To improve tensile strength without impairing flexibility and adhesion to concrete, and to form a thick coating in a surface layer part for preventing a basis material from being exposed by damage to the coating, a method of forming double coatings on a prestressing strand includes a primary painting process after a pre-treatment process, in which a resin coating is formed only at the surface layer, a secondary painting process in which respectively individual state resin coating is formed on an outer peripheral face of each of the core wire and surrounding wires under a loosened and separated state, thereby forming a double coating for each surrounding wire, and a finishing process of tightening and retwisting the surrounding wires about the core wire to an original state. The obtained prestressing strand has the double coating portions only at the surface layer and sufficient flexibility and adhesion to concrete.

摘要翻译： 为了提高拉伸强度而不损害对混凝土的柔软性和粘合性，并且为了防止基材受到涂层的损害而在表面层部分形成厚的涂层，在预应力股线上形成双层涂层的方法包括： 在仅在表层形成树脂涂层的预处理工艺之后的涂漆工艺，在每个芯线和围绕的线的外周面上分别形成各自的状态树脂涂层的二次涂漆工艺 松弛和分离状态，从而形成用于每个周围的线的双重涂层，以及将围绕芯线的周围的线紧固并重新卷绕到原始状态的精加工过程。 所获得的预应力股仅在表面层具有双重涂层部分，并具有足够的柔韧性和对混凝土的粘合性。

公开(公告)号：US20090126296A1

公开(公告)日：2009-05-21

申请号：US11577994

申请日：2004-11-24

申请人： William A. Veronesi ,  Justin R. Hawkes ,  John M. Milton-Benoit ,  John P. Wesson ,  Tahany I. El-Wardany ,  Changsheng Guo ,  Wenlong Li

发明人： William A. Veronesi ,  Justin R. Hawkes ,  John M. Milton-Benoit ,  John P. Wesson ,  Tahany I. El-Wardany ,  Changsheng Guo ,  Wenlong Li

IPC分类号： E04C5/08

CPC分类号： B66B7/062 ,  B66B23/24 ,  D07B7/167 ,  Y10T428/249924 ,  Y10T428/2933 ,  Y10T428/2938

摘要： A load bearing assembly (20) includes a plurality of tension members (22). A joint in the load bearing assembly (20) has a staggered pattern of discontinuities (30) in the tension members (22). A stress relieving feature is associated with at least outermost tension members (22A, 22L) in the vicinity of the discontinuities. One example includes supplemental tension members (32, 50) as the stress relieving feature. Another example includes selected spacings (32, 40, 42) between ends of at least some of the tension members. One example includes different sized tension members as the stress relieving feature. Another example includes different lateral spacings between selected tension members.

摘要翻译： 承载组件（20）包括多个张力构件（22）。 负载轴承组件（20）中的接头在张力构件（22）中具有交错的不连续图案（30）。 应力消除特征与在不连续点附近的至少最外面的紧张构件（22A，22L）相关联。 一个示例包括作为应力消除特征的补充张力构件（32,50）。 另一示例包括在至少一些张力构件的端部之间的选定的间隔（32,40,42）。 一个例子包括不同尺寸的张力构件作为应力消除特征。 另一个例子包括选定的张力构件之间的不同的横向间隔。

公开(公告)号：US20090064610A1

公开(公告)日：2009-03-12

申请号：US11918451

申请日：2006-04-05

申请人： Jeong-Saeng Ahn

发明人： Jeong-Saeng Ahn

IPC分类号： E04C3/26 ,  E04C5/08 ,  E04C3/20

CPC分类号： B28B23/22 ,  B28B1/002 ,  B28B23/026 ,  E04C3/22 ,  E04C3/26

摘要： Provided are segments of a spliced prestressed concrete girder, which have improved structural integrity at joints, and a method of manufacturing the segments. The method of manufacturing the segments, which are combined to build the spliced prestressed concrete girder, includes: manufacturing one or more joint blocks, each having a first end that has a shear key and is to be spliced to an end of an adjacent segment and having a second end that is bonded to a segment body of the segment; and manufacturing the segment body by using the one or more joint blocks as one or more ends of a formwork in which the segment body is to be made and by casting and curing concrete in the formwork, wherein the one or more joint blocks are fixedly bonded to one or more ends of the segment body in the manufacturing of the segment body.

摘要翻译： 提供了一种拼接预应力混凝土梁的节段，其具有改进的接头处的结构完整性，以及制造节段的方法。 制造段的制造方法，其组合以构建拼接的预应力混凝土梁，包括：制造一个或多个接头块，每个接头块具有第一端，该第一端具有剪切键，并且将被拼接到相邻段的端部，并且 具有结合到所述段的段体的第二端; 并且通过使用所述一个或多个接合块作为要制造所述节段主体的模板的一个或多个端部并且通过在所述模板中浇铸和固化混凝土来制造所述节段主体，其中所述一个或多个关节块被固定地接合 到节段主体的制造中的段主体的一个或多个端部。