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    Light-weight load-bearing structures reinforced by core elements made of segments and a method of casting such structures
    1.
    发明授权
    Light-weight load-bearing structures reinforced by core elements made of segments and a method of casting such structures 有权
    由节段制成的核心元件加强的轻质承重结构和铸造这种结构的方法

    公开(公告)号：US09359763B2

    公开(公告)日：2016-06-07

    申请号：US13003631

    申请日：2009-03-13

    申请人： Kristian Hertz

    发明人： Kristian Hertz

    IPC分类号： E04C3/22 ,  E04C3/26 ,  E04C2/22 ,  E04C2/26

    CPC分类号： E04C3/26 ,  E04C2/22 ,  E04C2/26 ,  E04C3/22

    摘要： The invention relates to a light-weight load-bearing structure, reinforced by core elements (2) of a strong material constituting one or more compression or tension zones in the structure to be cast, which core (2) is surrounded by or adjacent to a material of less strength compared to the core (2), where the core (2) is constructed from segments (1) of core elements (2) assembled by means of one or more prestressing elements (4). The invention further relates to a method of casting of light-weight load-bearing structures, reinforced by core elements (2) of a strong material constituting one or more compression or tension zones in the structure to be cast, which core (2) is surrounded by or adjacent to a material of less strength compared to the core (2), where the core (2) is constructed from segments (1) of core elements (2) assembled and hold together by means of one or more prestressing elements (4).

    摘要翻译： 本发明涉及一种重量轻的承载结构，其由构成一个或多个待铸造结构中的一个或多个压缩或张紧区的强力材料的芯元件（2）增强，所述芯（2）被围绕或邻近 与芯（2）相比具有较小强度的材料，其中芯（2）由通过一个或多个预应力元件（4）组装的芯元件（2）的段（1）构成。 本发明还涉及一种轻质承重结构的铸造方法，其由构成铸件结构中的一个或多个压缩或拉伸区域的强力材料的芯元件（2）加强，该芯材（2）为 由与芯（2）相比较弱的材料围绕或相邻的材料，其中芯（2）由通过一个或多个预应力元件组装和保持在一起的芯元件（2）的段（1）构成 4）。

    Casting guide for reinforced concrete pile sections
    2.
    发明授权
    Casting guide for reinforced concrete pile sections 有权
    钢筋混凝土桩段铸造导轨

    公开(公告)号：US09339944B2

    公开(公告)日：2016-05-17

    申请号：US14665092

    申请日：2015-03-23

    申请人： Sun Piledriving Equipment, LLC

    发明人： Kari Koivunen

    IPC分类号： B28B23/00 ,  E04C3/34 ,  E02D5/30 ,  E02D5/54 ,  B29C39/10 ,  E04C3/22 ,  E02D5/52

    CPC分类号： B28B23/0056 ,  B29C39/10 ,  E02D5/30 ,  E02D5/523 ,  E02D5/526 ,  E02D5/54 ,  E04C3/22 ,  E04C3/34 ,  Y10T29/49623 ,  Y10T403/7086

    摘要： A casting guide and a method of making a concrete pile using the casting guide, the casting guide including a casting guide end plate, at least two lock rod forms including a first set of crosswise through-holes, and at least two lock socket forms including a second set of crosswise through-holes. The first and second sets of crosswise through-holes configured to removably receive a casting guide pin extending substantially across the casting guide end plate and interconnecting the crosswise through-holes the lock rod forms or lock socket forms when the casting guide is inside a casting chute.

    摘要翻译： 铸造引导件和使用铸造引导件制造混凝土桩的方法，铸造引导件包括铸造引导端板，包括第一组横向通孔的至少两个锁定杆形式，以及至少两个锁定插座形式，包括 第二组横向通孔。 第一组和第二组横向通孔被构造成可移除地接收铸造引导销，该铸造引导销基本上延伸穿过铸造导向端板并且互连横向通孔，当铸造引导件在铸造槽内时，锁定杆形成或锁定插座形式 。

    Architectural column and method and apparatus for production
    3.
    发明授权
    Architectural column and method and apparatus for production 失效

    公开(公告)号：US06986231B2

    公开(公告)日：2006-01-17

    申请号：US10192938

    申请日：2002-07-11

    申请人： Nandor Koszo

    发明人： Nandor Koszo

    IPC分类号： E04C3/22 ,  E04C5/03 ,  E04C5/18

    CPC分类号： E04C5/208 ,  E04C3/34 ,  E04G21/1841 ,  Y10T29/49631

    摘要： A column comprising courses of building blocks such as bricks is arranged with the long axis of each block parallel to the axis of the column and filled with a substrate such as concrete with an axial structural member. The column may be produced with the aid of a cage including spaced apart hoops or rings used to position blocks during column construction. The cage includes indenters for offsetting some of the blocks in order to form aesthetically pleasing grooving along the finished column.

    Giant composites
    4.
    发明授权
    Giant composites 失效
    具有断裂韧性矩阵的复合结构和设计和生产结构的方法。

    公开(公告)号：US06839639B2

    公开(公告)日：2005-01-04

    申请号：US10435267

    申请日：2003-05-12

    申请人： Hans Henrik Bache

    发明人： Hans Henrik Bache

    IPC分类号： E04C3/22 ,  E04C5/01 ,  E04C5/04 ,  E04C5/07 ,  G01B3/00 ,  G01B5/00 ,  G06F19/00

    CPC分类号： E04C5/04 ,  E04C3/22 ,  E04C5/012 ,  E04C5/073 ,  Y10T428/15 ,  Y10T428/24124 ,  Y10T428/24942 ,  Y10T428/249922 ,  Y10T428/29 ,  Y10T428/2991

    摘要： Shaped composite structures which are strong, stiff and hard and, at the same time, having high toughness, comprise a matrix, for example a cement or ceramics based matrix and embedded therein a plurality of plate shaped or at lest 60 mm thick elongated reinforcement components, the reinforcing component having at least 1.5 times higher tensile strength that the matrix, the minimum volume per cent concentration of the reinforcement components being related in the manner described in the specification to their tensile strength and (in case of elongated reinforcement components) also their thickness and to the compressive strength and modulus of elasticity and modulus of elasticity of the matrix. Methods for modeling and designing such structures are also disclosed, as are methods for establishing the structure for smaller matrix building blocks which may be pre-fabricated and which are arranged around pre-arranged reinforcement bodies and then fixed to each other and to the reinforcement.

    摘要翻译： 坚固，刚硬和同时具有高韧性的成形复合结构包括基体，例如基于水泥或陶瓷的基体，并且在其中嵌入多个板形或至少60mm厚的细长增强部件 ，增强组分具有至少1.5倍的拉伸强度，基体，增强组分的最小体积百分比浓度以说明书中描述的方式与其拉伸强度相关，并且（在细长的增强组分的情况下）也是它们的 厚度和基体的抗压强度和弹性模量和弹性模量。 还公开了用于建模和设计这种结构的方法，以及用于建立可以预制的较小矩阵构造块的结构的方法，并且其布置在预先布置的增强体周围，然后彼此固定和加固。

    Prefabricated lintel
    5.
    发明授权
    Prefabricated lintel 失效
    预制门楣

    公开(公告)号：US5465538A

    公开(公告)日：1995-11-14

    申请号：US116618

    申请日：1993-09-07

    申请人： John Powers, Jr.

    发明人： John Powers, Jr.

    IPC分类号： E04C3/02 ,  E04C3/22 ,  E04C5/065 ,  E04C5/12 ,  E04C5/18

    CPC分类号： E04B1/703 ,  E04C3/02 ,  E04C3/22 ,  E04C5/065 ,  E04C2003/023

    摘要： A prefabricated lintel having two spaced apart parallel upstanding legs extending along the length of the lintel and having laterally aligned holes defined therethrough and spaced therealong. The lintel further has a flat lower surface and an upper surface defining flat, horizontal shoulders positioned along outer edges of the lintel on opposite sides of the upstanding legs and extending the length of the lintel. The lintel is placed to span a doorway and a course of blocks is laid on the flat shoulders, with a second course laid on the first course and a rebar positioned on the upper surface. A plurality of wire stirrups, each defining a rebar receiving loop, are engaged over the rebar and extend through openings in the two courses with end portions of the stirrups engaged in each of the holes defined in the upstanding legs of the lintel. The block openings are filled with grout.

    摘要翻译： 具有两个沿着楣板长度延伸的具有两个间隔开的平行直立腿并且具有穿过其间隔开并且沿其隔开的横向对准的孔的预制楣楣。 楣板还具有平坦的下表面和上表面，所述上表面限定平坦的水平肩部，其沿着所述直立腿的相对侧上的所述楣板的外边缘定位并且延伸所述楣板的长度。 楣板被放置以跨过门口，并且在平坦的肩上放置一些块体，其中第二道次铺设在第一道路上，并且钢筋位于上表面。 每个限定钢筋接收环的多个线镫骨接合在钢筋之上并且延伸穿过两个轨道中的开口，其中镫形件的端部接合在限定在楣杆的直立腿中的每个孔中。 块体开口填充有浆料。

    Method for end to end coupling prefabricated elements of reinforced concrete
    6.
    发明授权
    Method for end to end coupling prefabricated elements of reinforced concrete 失效
    钢筋混凝土预制构件的端对端连接方法

    公开(公告)号：US4982549A

    公开(公告)日：1991-01-08

    申请号：US401639

    申请日：1989-08-31

    申请人： Rene-Andre Beck

    发明人： Rene-Andre Beck

    IPC分类号： E04C5/12 ,  E04B1/21 ,  E04C3/22 ,  E04C3/34 ,  F16L25/00

    CPC分类号： E04C3/34 ,  E04B1/215 ,  E04C3/22 ,  F16L25/0027

    摘要： A method for end to end coupling prefabricated elements of reinforced concrete, for example so as to realize a column or pillar. The elements (A, B) have cavities (5) in their ends and are placed in alignment with their respective ends comprising the cavities the one against the other, the relative angular position of the elements being such that the reinforcement metallic rods (2a) projecting beyond the end of one of the elements are introduced into the cavities of another adjacent element, and reciprocally, and that the end of the rods (2a, 2b) are introduced with clearance in positioning sleeves (6) having an opening (6') usable for welding. Then the metallic rods put end to end are welded together, and the cavities are filled in with concrete or with another appropriate material.

    摘要翻译： 一种用于端对端耦合钢筋混凝土预制构件的方法，例如实现柱或柱。 元件（A，B）在它们的端部具有空腔（5）并且被放置成与它们各自的端部对准，所述端部包括一个彼此相对的空腔，元件的相对角位置使得加强金属杆（2a） 突出超过一个元件的端部的部分被引入另一相邻元件的空腔中并且往复运动，并且杆（2a，2b）的端部在具有开口（6'）的定位套筒（6）中被引入间隙， ）可用于焊接。 然后将金属杆端对端焊接在一起，并且空腔用混凝土或另一适当的材料填充。