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1.发明授权公开(公告)号：US12000162B2
公开(公告)日：2024-06-04
申请号：US17753771
申请日：2020-09-01
Applicant: INVENTIO AG
Inventor： Csaba Boros , Georg Wagenleitner
CPC classification number: E04G21/0436 , B33Y30/00 , E04C5/012 , E04C5/073 , E04G2021/049
Abstract: A printer device for creating a concrete support structure of a passenger transport system configured as an escalator or moving walkway in an existing building. The printer device has at least one printer guide device, a 3D concrete printer device, which is arranged so as to be movable along the printer guide device, and a printer controller. The printer guiding device comprises at least one guideway whose guide path can be adjusted at least in the vertical direction in relation to its spatial position of use.
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公开(公告)号：US20180305255A1
公开(公告)日：2018-10-25
申请号：US15874578
申请日：2018-01-18
Applicant: University of Alaska Anchorage
Inventor： Osama A. Abaza
CPC classification number: C04B14/48 , C04B7/02 , C04B14/06 , C04B14/38 , C04B16/06 , C04B18/00 , C04B18/04 , C04B18/22 , C04B20/0016 , C04B28/00 , C04B28/04 , C04B2103/0014 , C04B2103/46 , C04B2111/00379 , E04C5/012
Abstract: Disclosed is a concrete mixture comprising an amount of coarse aggregate, an amount of cement, an amount of crumb rubber, and an amount of steel fibers. Also disclosed are methods for the manufacture of same.
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公开(公告)号：US20170021527A1
公开(公告)日：2017-01-26
申请号：US14805930
申请日：2015-07-22
Applicant: Caterpillar Inc.
CPC classification number: E04G21/04 , B29C64/106 , B33Y10/00 , B33Y30/00 , E04C5/012 , E04G21/0436 , E04G21/0463
Abstract: Machines and system for 3D printing are disclosed. One machine includes a machine frame having a plurality of ground engaging elements to facilitate movement of the machine frame, a telescoping boom pivotably coupled to the machine frame and configured to pivot along at least a horizontal plane, a material line coupled to the boom and configured to convey a material therethrough, a printhead coupled to the boom and in fluid communication with the material line to receive the material and to dispense the material, and a controller configured to receive 3D printing information and to convert the 3D printing information into positional coordinates of the printhead, wherein the controller is to cause movement of the boom to position the printhead based at least on the position coordinates.
Abstract translation: 公开了用于3D打印的机器和系统。 一台机器包括具有多个地面接合元件以便于机架移动的机架，可枢转地联接到机架上的并且被构造成沿着至少水平面枢转的伸缩臂，连接到起重臂的材料线， 通过其传送材料，连接到悬臂并与材料线流体连通以接收材料并分配材料的打印头以及被配置为接收3D打印信息并将3D打印信息转换成位置坐标的控制器 打印头，其中控制器至少基于位置坐标来引起动臂的移动以定位打印头。
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公开(公告)号：US09499984B2
公开(公告)日：2016-11-22
申请号：US14699791
申请日：2015-04-29
Applicant: Strong Built Structures, Inc.
Inventor： Jeffery Alan Manning
IPC: E04B1/00 , E04C5/06 , E04B1/16 , E04B2/84 , E04B5/32 , E04B9/22 , E04F17/08 , E04C5/07 , E04C5/01 , E04H9/14
CPC classification number: E04C5/064 , E04B1/16 , E04B1/161 , E04B2/84 , E04B5/32 , E04B9/22 , E04C5/012 , E04C5/0631 , E04C5/073 , E04F17/08 , E04H9/14 , Y02A50/14
Abstract: A method to create a precast concrete module includes: pouring the foundation; placing a welded wire mesh reinforced polystyrene panel into a wet mix; allowing the mix to partially set up, and pouring the top of the slab; installing wall and roof panels and mechanically attaching them with welded wire mesh; installing electrical and plumbing prior to placing concrete forms; placing the forms and pouring concrete mix into the forms; and wrecking the forms and finishing out the module.
Abstract translation: 一种创建预制混凝土模块的方法包括：浇注基础; 将焊丝网增强聚苯乙烯板放入湿混合物中; 允许混合物部分地组装，并浇注板坯的顶部; 安装墙壁和屋顶板，并用焊丝网机械连接; 在放置具体形式之前安装电气和管道; 将表格和混凝土混合物放入表格中; 并破坏表格并整理模块。
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5.发明授权Steel fibre for reinforcing concrete or mortar having an anchorage end with at least three straight sections 有权用于增强混凝土或砂浆的钢纤维，具有至少三个直段的锚固端公开(公告)号：US09435122B2
公开(公告)日：2016-09-06
申请号：US13993509
申请日：2011-12-14
Applicant: Ann Lambrechts , Martin Van Haeke
Inventor： Ann Lambrechts , Martin Van Haeke
CPC classification number: E04C5/012 , C04B20/0048 , Y10T29/49801 , Y10T428/1241 , Y10T428/249935 , Y10T428/2913
Abstract: A steel fiber for reinforcing concrete or mortar has a middle portion and an anchorage end at one or both ends of the middle portion. The middle portion has a main axis. The anchorage end comprises at least a first straight section, a first bent section, a second straight section, a second bent section and a third straight section. The first straight section and the third straight section are bending away from the main axis of the middle portion in the same direction. The second straight section is substantially parallel with the main axis of said middle portion.
Abstract translation: 用于增强混凝土或砂浆的钢纤维在中间部分的一端或两端具有中间部分和锚固端。 中间部分具有主轴。 锚固端部至少包括第一直线部分，第一弯曲部分，第二直线部分，第二弯曲部分和第三直线部分。 第一直线部分和第三直线部分沿相同方向从中间部分的主轴线弯曲。 第二直线部分基本上平行于所述中间部分的主轴线。
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Patent Agency Ranking
公开(公告)号：US08871020B2
公开(公告)日：2014-10-28
申请号：US13377288
申请日：2010-06-14
Applicant: Ann Lambrechts
Inventor： Ann Lambrechts
CPC classification number: E04C5/012 , Y10T428/12 , Y10T428/12389 , Y10T428/1241
Abstract: The invention relates to a steel fiber for reinforcing concrete or mortar. The fiber has a middle portion and two ends. The middle portion has a ensile strength of at least 1000 N and an elongation at maximum load Ag+e of at least 2.5%. The invention further relates to a concrete structure comprising such steel fibers.
Abstract translation: 本发明涉及一种用于增强混凝土或砂浆的钢纤维。 纤维具有中间部分和两端。 中间部分具有至少1000N的最小强度，并且最大负载下Ag / e的伸长率至少为2.5％。 本发明还涉及包括这种钢纤维的混凝土结构。
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公开(公告)号：US20140190113A1
公开(公告)日：2014-07-10
申请号：US13737876
申请日：2013-01-09
Inventor： ABUL KALAM AZAD , IBRAHIM YAHYA AHMED HAKEEM
IPC: E04C5/07
CPC classification number: E04C5/07 , E04C5/012 , Y10T29/49634
Abstract: The ultra-high performance concrete reinforcement bars replace conventional steel tension bars and the like in the reinforcement of construction elements, such as concrete beams. The ultra-high performance concrete reinforcement bars are formed from ultra-high performance concrete reinforced with steel fiber. The reinforcement bars are preferably deformed to improve bonding at the interface between conventional concrete in the beam and the reinforcement bars. The bars are disposed in the area of the beam known as the tension area when the beam is subjected to a bending stress to provide tensile reinforcement.
Abstract translation: 超高性能混凝土钢筋条在建筑构件的加固（如混凝土梁）中取代传统的钢筋拉杆等。 超高性能混凝土钢筋由用钢纤维增强的超高性能混凝土制成。 钢筋优选地变形以改善梁中的常规混凝土与钢筋之间的界面处的结合。 当梁受到弯曲应力以提供拉伸强度时，杆布置在称为张力区域的梁的区域中。
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公开(公告)号：US20140150372A1
公开(公告)日：2014-06-05
申请号：US13883127
申请日：2010-11-05
Applicant: Takuya Ueki , Hiroumi Shimokawa , Munetada Yamaji , Taku Funaba
Inventor： Takuya Ueki , Hiroumi Shimokawa , Munetada Yamaji , Taku Funaba
IPC: E04C5/01
CPC classification number: E04C5/012 , E04C2003/026 , E04H9/02 , E04H9/028 , Y10T29/49634
Abstract: A method of manufacturing a steel pipe stiffening brace member which has a shaft constituted of a main shaft member and an auxiliary shaft member and a stiffening steel pipe obtained by connecting side edges of four flat steels surrounding the shaft to each other. In the stiffening steel pipe, inside nook portions facing a side edge of the main shaft member are formed in stiffening members 25 and 26 having a V- or L-shaped cross section by fillet welding, and outside corner portions 25b and 26b are formed in the stiffening members 25 and 26 by partial penetration welding. Thereafter, side edges of the stiffening members 25 and 26 are abutted against each other, outside corner portions 27b and 28b are temporarily assembled by partial penetration welding, and outside corner portions 25b and 26b and outside corner portions 27b and 28b are subjected to partial penetration welding.
Abstract translation: 一种制造钢管加强支撑构件的方法，该钢管加强支撑构件具有由主轴构件和辅助轴构件构成的轴和通过将围绕该轴的四个扁平钢的侧边缘彼此连接而获得的加强钢管。 在加强钢管中，与主轴部件的侧缘对置的内侧部分的内侧部分通过圆角焊接形成在具有V形或L形横截面的加强部件25,26中，外侧角部25b，26b形成在 加强构件25和26通过部分穿透焊接。 此后，加强构件25和26的侧边缘彼此抵接，通过部分穿透焊接临时组装外拐角部分27b和28b，并且外角部分25b和26b以及外角部分27b和28b被部分穿透 焊接。
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9.发明申请公开(公告)号：US20140068946A1
公开(公告)日：2014-03-13
申请号：US14019206
申请日：2013-09-05
Applicant: KOREA INSTITUTE OF CONSTRUCTION TECHNOLOGY
Inventor： HEUNG-YOUL KIM , HYUNG-JUN KIM , IN-HWAN YEO , BUM-YEAN CHO , JONG-UK SONG , DAE-BONG JU
IPC: E04C5/01
CPC classification number: E04C5/012 , B28B23/04 , E04C3/34 , E04C5/0604 , E04C5/073 , Y10T29/49632
Abstract: Disclosed is a method of enhancing fire resistance of high-strength concrete by mixing a spalling reducer (fiber cocktail) into the concrete to control spalling and performing shear reinforcement of main steel bars using shear stiffeners based on a wire rope and spacers.
Abstract translation: 本发明公开了一种通过将分散还原剂（纤维混合物）混合到混凝土中来提高高强度混凝土的耐火性的方法，以控制使用基于钢丝绳和间隔件的剪切加强件的主钢筋的剥落和剪切加固。
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10.发明申请STEEL FIBRE FOR REINFORCING CONCRETE OR MORTAR HAVING AN ANCHORAGE END WITH AT LEAST THREE STRAIGHT SECTIONS 有权用于加固混凝土或钢结构的钢纤维，具有至少三条直线段的锚固端公开(公告)号：US20130255540A1
公开(公告)日：2013-10-03
申请号：US13993509
申请日：2011-12-14
Applicant: Ann Lambrechts , Martin Van Haeke
Inventor： Ann Lambrechts , Martin Van Haeke
IPC: E04C5/01
CPC classification number: E04C5/012 , C04B20/0048 , Y10T29/49801 , Y10T428/1241 , Y10T428/249935 , Y10T428/2913
Abstract: A steel fibre for reinforcing concrete or mortar has a middle portion and an anchorage end at one or both ends of the middle portion. The middle portion has a main axis. The anchorage end comprises at least a first straight section, a first bent section, a second straight section, a second bent section and a third straight section. The first straight section and the third straight section are bending away from the main axis of the middle portion in the same direction. The second straight section is substantially parallel with the main axis of said middle portion.
Abstract translation: 用于增强混凝土或砂浆的钢纤维在中间部分的一端或两端具有中间部分和锚固端。 中间部分具有主轴。 锚固端部至少包括第一直线部分，第一弯曲部分，第二直线部分，第二弯曲部分和第三直线部分。 第一直线部分和第三直线部分沿相同方向从中间部分的主轴线弯曲。 第二直线部分基本上平行于所述中间部分的主轴线。
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