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1. 发明申请

WO1995029307A1 IMPROVED CONCRETE STRUCTURE 审中-公开
标题翻译：改进的混凝土结构
公开(公告)号：WO1995029307A1
公开(公告)日：1995-11-02
申请号：PCT/GB1995000956
申请日：1995-04-26
申请人： SOUTH BANK UNIVERSITY ENTERPRISES LIMITED , CHANAKYA, Arya
发明人： SOUTH BANK UNIVERSITY ENTERPRISES LIMITED
IPC分类号： E04C05/01
CPC分类号： E04C5/02 , E04C5/01
摘要： A concrete reinforced structure with improved corrosion resistance consists of concrete reinforced with conventional iron reinforcing rods (1, 2, 3) in which there are fibre reinforced plastics reinforcing rods (4) positioned between the iron reinforcing rods (1, 2, 3) and the surface of the concrete to reduce crack width in the case of cracking.
摘要翻译：具有改善的耐腐蚀性的混凝土增强结构包括用常规铁质加强杆（1,2,3）加固的混凝土，其中存在位于铁加强杆（1,2,3）之间的纤维增强塑料加强杆（4）和混凝土的表面在开裂的情况下减少裂纹宽度。

2. 发明申请

WO1983003113A1 REINFORCEMENT ELEMENTS 审中-公开
标题翻译：加固元素
公开(公告)号：WO1983003113A1
公开(公告)日：1983-09-15
申请号：PCT/AT1983000006
申请日：1983-03-02
申请人： BUCHER, Franz
IPC分类号： E04C05/06
CPC分类号： E04C5/02 , E04C5/04 , E04C5/06
摘要： L'armature (1) (barres en paquet, treillis, etc) comporte au moins deux barres dont les extrémités sont décalées. Les éléments de l'armature (1) sont réunis en faisceau dans lequel la différence de longueur (a) entre deux éléments est, d'une part, plus grande que le double de la longueur minimum d'appui (c) et, d'autre part, est au plus égale à la somme des deux parties dépassantes (b) de chaque barre à ses deux extrémités plus le double de la longueur minimum d'appui (c). Ainsi, l'ensemble nécessaire pour englober tout le spectre des longueurs est réduit à un petit nombre d'éléments (1), pour des longueurs intermédiaires seules les parties dépassantes (b) de chaque barre devant être coupées ou pliées.

3. 发明申请

WO2018139912A1 A REINFORCEMENT FOR A HORIZONTAL REINFORCING OF A MASONRY AND A METHOD OF PRODUCTION THEREOF 审中-公开
公开(公告)号：WO2018139912A1
公开(公告)日：2018-08-02
申请号：PCT/MD2017/000007
申请日：2017-11-23
申请人： TS-REBAR HOLDING LLC , BOGUSLAVSCHI, Nicolai
发明人： BOGUSLAVSCHI, Nicolai , WRIGHT, Chester , ZALAN, Arkady , BRAYLYAN, David
IPC分类号： E04B2/10 , E04B2/20
CPC分类号： E04C1/40 , E04B2002/0282 , E04C5/02
摘要： The invention relates to building structures, in particular, to a reinforcement for horizontal reinforcing of a masonry of such materials as, for example, bricks, blocks of heavy, light or cellular concrete, blocks of a natural stone, and it can be used in construction of buildings of a different purpose, mainly in earthquake-prone areas. Such reinforcement is intended for perception and compensation of bend-tension loadings, which occur in the masonry during eccentrical loading, including during seismic impacts on the building. A reinforcement for a horizontal reinforcing of a stone masonry made as a grid being a strip including two flat longitudinal rods, which are connected by the lintels, wherein the longitudinal rods are zigzag-shaped and made integrally with the lintels lying in the same plane with the longitudinal rods, wherein the distance between the longitudinal rods is in the range of 25...50 mm, while the distance between the lintels is in the range of 75...120 mm, while the pinch of deflection of said zigzags is 5...10 mm. All joints of the longitudinal rods and lintels are rounded by a radius that equals to at least a half of thickness of metal from which the reinforcement is made. The faces thereof are provided with protrusions of any shape, for example, in the form of a direct or mesh corrugation, wherein the height of the protrusions is 0.1...0.3 of the metal thickness. A method of production of the reinforcement for horizontal reinforcing of a masonry, the method lies in making grooves in a strip of sheet steel with further expanding of the resulting grid, wherein the strip of sheet steel having a thickness of 1.5...2.5 mm in a stamp of a consecutive action at the first step is cut off along the outline making external grooves, at the second step internal S-shaped grooves are punched, at the third step it is expanded in the longitudinal direction up to a given size.

4. 发明申请

WO2012078170A1 CONCRETE REINFORCING MEMBERS, AND ASSOCIATED METHODS OF MANUFACTURE AND USE 审中-公开
标题翻译：混凝土加固构件，以及相关的制造和使用方法
公开(公告)号：WO2012078170A1
公开(公告)日：2012-06-14
申请号：PCT/US2010/059867
申请日：2010-12-10
申请人： EMPIRE TECHNOLOGY DEVELOPMENT LLC , JUNG, Sukho
发明人： JUNG, Sukho
IPC分类号： E04C5/02
CPC分类号： B21C37/121 , C04B14/005 , E04C5/02 , Y10T29/49632 , Y10T428/12333
摘要： Concrete reinforcing members having rolled cross sections, and methods for manufacturing and using such reinforcing members in concrete construction are disclosed herein. In one embodiment, a concrete reinforcing member is formed from a piece of metal having a first elongate edge portion spaced apart from a second elongate edge portion. The piece of metal further includes an inner surface portion extending between the first and second edge portions, and an outer surface portion extending between the first and second edge portions. In this embodiment, the piece of metal is rolled about a longitudinal axis in an overlapping fashion into coiled or spiral cross-sectional shape.
摘要翻译：具有轧制截面的混凝土加强构件以及在混凝土结构中制造和使用这种加强构件的方法在本文中公开。在一个实施例中，混凝土加强构件由具有与第二细长边缘部分间隔开的第一细长边缘部分的金属片形成。金属片还包括在第一和第二边缘部分之间延伸的内表面部分和在第一和第二边缘部分之间延伸的外表面部分。在该实施例中，该金属片以重叠的方式围绕纵向轴线卷成螺旋形或螺旋状的横截面形状。

5. 发明申请

WO2012050515A1 REINFORCEMENT ELEMENT FOR CASTING COMPRISING RING SHAPED PORTIONS AND REINFORCEMENT WITH SUCH REINFORCEMENT ELEMENTS 审中-公开
标题翻译：用于铸造环形成型件的加固元件和具有这种加固元件的加固
公开(公告)号：WO2012050515A1
公开(公告)日：2012-04-19
申请号：PCT/SE2011/051220
申请日：2011-10-12
申请人： SVENSK CELLARMERING FABRIK AB , PERSSON, Johan
发明人： PERSSON, Johan
IPC分类号： E04C5/01 , E04C5/02 , E04C5/04 , E04C5/07
CPC分类号： E04C5/01 , E04C5/02 , E04C5/04 , E04C5/06 , E04C5/07 , Y10T428/18
摘要： Reinforcement element for being positioned within a cast to elastically withstand tensile loads thereon, said reinforcement element comprising a plane sheet-or plate-shaped body of at least one row of consecutively coupled ring-shaped portions.
摘要翻译：用于定位在铸件内以弹性地承受其上的拉伸载荷的加强元件，所述加强元件包括至少一排连续耦合的环形部分的平面片或板状体。

6. 发明申请

WO2004079207A3 WIRE BOLT 审中-公开
标题翻译：电线螺栓
公开(公告)号：WO2004079207A3
公开(公告)日：2006-02-16
申请号：PCT/US2004006280
申请日：2004-03-01
申请人： BRACKETT CHARLES T
发明人： BRACKETT CHARLES T
IPC分类号： E04B1/41 , E04C5/02 , E04C5/18 , E04G23/02 , F16B20060101 , F16B1/00 , E04G23/00
CPC分类号： E04C5/02 , E04C5/0645 , E04C5/08 , E04G23/0218
摘要： A wire bolt comprising an elongated section of wire rope with a section of threaded stud attached to each end is disclosed for use in reinforcing concrete structures. Part of the wire rope portion is coated with a substance to prevent that portion from bonding with the concrete. The threaded rod portion can be attached within the concrete by epoxy or attached to the concrete by appropriate mechanical means. The wire bolt can be attached to a concrete building structure during initial construction of a structure or retrofit into existing structures. Wire bolts should be installed in areas susceptible to shear or bending failure and serve to prevent the concrete sections from separating in a seismic event.
摘要翻译：公开了一种用于加固混凝土结构的线螺栓，其包括细绳部分的钢丝绳，其具有连接到每个端部的螺柱部分。钢丝绳部分的一部分涂覆有物质以防止该部分与混凝土粘合。螺杆杆部分可以通过环氧树脂附着在混凝土中，或通过适当的机械方式附着在混凝土上。在初始构造结构或改造为现有结构时，线螺栓可以连接到混凝土建筑结构。钢丝螺栓应安装在易受剪切或弯曲破坏的地区，并用于防止混凝土部分在地震事件中分离。

7. 发明申请

WO2004069765A1 HIGH-PERFORMANCE CONCRETE, REINFORCEMENT BAR, CONCRETE ELEMENT, WALL ELEMENT AND CONSTRUCTION 审中-公开
标题翻译：高性能混凝土，加固杆，混凝土构件，墙体构件
公开(公告)号：WO2004069765A1
公开(公告)日：2004-08-19
申请号：PCT/SE2004/000148
申请日：2004-02-04
申请人： ERICSSON, Roger , OLSON, Anders
发明人： ERICSSON, Roger , OLSON, Anders
IPC分类号： C04B7/14
CPC分类号： E04B1/04 , C04B28/02 , C04B2111/28 , E04B1/14 , E04B1/161 , E04B1/165 , E04B5/023 , E04B5/04 , E04B5/046 , E04C3/20 , E04C3/34 , E04C5/02 , Y02W30/92 , C04B14/062 , C04B32/02 , C04B38/0058 , C04B40/0263 , C04B2103/30 , C04B18/067
摘要： The present invention relates to high-performance concrete comprising a ballast material, which comprises an open pore structure material for receiving during heating water vapour; a reinforcement bar (20), which reinforcement bar comprises a first tensile force portion (22) and a second tensile force portion (24), connected to the first tensile force portion (20) by means of an intermediate portion (26); and a concrete element (40) reinforced with the above-mentioned reinforcement bar. The invention further relates to a wall element (50) comprising a wall member (52) and a column (51) of high-performance concrete, wherein said concrete column (51) and said concrete wall member (52) form an integrated unit; and a construction (170) comprising at least one floor element (172), which floor element (172) is supported on least one wall element (160), said floor element (172) and said wall element (160) forming at least one casting mould for a beam (181).
摘要翻译：本发明涉及包含压载材料的高性能混凝土，其包括用于在加热水蒸气期间接收的开孔结构材料; 加强杆（20），该加强杆包括通过中间部分（26）连接到第一拉伸力部分（20）的第一拉伸力部分（22）和第二拉伸力部分（24）。和用上述钢筋加固的混凝土构件（40）。本发明还涉及一种包括壁构件（52）和高性能混凝土柱（51）的壁元件（50），其中所述混凝土柱（51）和所述混凝土壁构件（52）形成一体的单元; 以及包括至少一个地板元件（172）的结构（170），所述地板元件（172）被支撑在至少一个壁元件（160）上，所述地板元件（172）和所述壁元件（160）形成至少一个用于梁（181）的铸模。

8. 发明申请

WO1998029618A1 ANTISEISMIC SPIRAL STIRRUPS FOR REINFORCEMENT OF LOAD BEARING STRUCTURAL ELEMENTS 审中-公开
标题翻译：用于加载承载结构元件的抗扭螺旋
公开(公告)号：WO1998029618A1
公开(公告)日：1998-07-09
申请号：PCT/GR1997000043
申请日：1997-12-31
申请人： KONSTANTINIDIS, Apostolos
IPC分类号： E04C05/02
CPC分类号： E04H9/02 , E04C5/02 , E04C5/0609 , E04C5/0618
摘要： The present invention refers to stirrups for reinforcement of load bearing structural elements, and in particular for reinforcing concrete load bearing building elements, such as columns, shear walls, beams, slabs, footings, lintels, piles. The invention refers also to a method for reinforcing structural elements as well as to these elements. A stirrup for reinforcing load bearing elements according to the invention consists of a plurality of consecutive windings (7a, 7b) disposed along the longitudinal direction of the stirrup, so that the stirrup has a spiral form, whereby the windings of the stirrup form a plurality of discrete cages (5a, 5b) to house the main reinforcement bars (1a, 1b) of the load bearing element. The stirrups may be used for the reinforcement of load bearing elements of various cross sections such as orthogonal, T-shaped, L-shaped, Z-shaped etc.
摘要翻译：本发明涉及用于加固承载结构件的马镫，特别是用于加强混凝土承重建筑构件，例如柱，剪力墙，梁，板，脚，楣，桩。本发明还涉及一种用于加强结构元件以及这些元件的方法。根据本发明的用于加强承载元件的马镫由沿着马镫的纵向方向设置的多个连续的绕组（7a，7b）组成，使得马镫具有螺旋形状，由此马镫的绕组形成多个的分离式保持架（5a，5b）以容纳承载元件的主要加强筋（1a，1b）。马镫可用于加固各种横截面的承载元件，如正交，T形，L形，Z形等。

9. 发明申请

WO1995028534A1 DOWEL STRIP FOR BENT-UP BARS 审中-公开
标题翻译：锚杆FOR Shearheads
公开(公告)号：WO1995028534A1
公开(公告)日：1995-10-26
申请号：PCT/EP1995000891
申请日：1995-03-10
申请人： ZELLNER, Wilhelm , GÖHLER, Bernhard , SAUL, Reiner , SEIFRIED, Gerhard , SVENSSON, Holger , DETEC FERTIGUNG GMBH , ANDRÄ, Hans-Peter , JUNG, Karl, H. , ERNST, Peter
发明人： ZELLNER, Wilhelm , GÖHLER, Bernhard , SAUL, Reiner , SEIFRIED, Gerhard , SVENSSON, Holger , DETEC FERTIGUNG GMBH
IPC分类号： E04C05/02
CPC分类号： E04C5/0645 , E04C5/02 , E04C5/03 , E04C5/16
摘要： A dowel strip for bent-up bars in reinforced concrete beams or panels consists of a strip (5) and a plurality of dowels (6) perpendicularly welded to the strip (5) and spaced apart. Each dowel (6) has a widened head (8). The dowel shank (7) is smooth and cylindrical at both its end sections (7a, 7c). The central section (7b) between them is ribbed (9).
摘要翻译：销钉条用于束或板坯制成的条带（5）和焊接在销（6）多个间隔开的成直角的所述条带（5）组成的钢筋混凝土的剪切增强件。每个锚（6）具有扩大的销钉头（8）。销钉轴（7）具有在其两个轴端（7A，7C）具有光滑的圆柱形状。中间轴的中心部分（图7b）设置在其表面上具有肋（9）。

10. 发明申请

WO1991014839A1 CONSTRUCTION SITE SAFETY 审中-公开
标题翻译：施工现场安全
公开(公告)号：WO1991014839A1
公开(公告)日：1991-10-03
申请号：PCT/AU1991000110
申请日：1991-03-22
申请人： PITSTAR PTY LTD , UNDERWOOD, Daniel, Charles
发明人： PITSTAR PTY LTD
IPC分类号： E04C05/16
CPC分类号： E04C5/161 , E04C5/02 , E04C5/166 , E04C5/20 , E04G21/32
摘要： A reinforcement bar end cap (15) comprising a hollow body which can be placed over the free end of an exposed reinforcing bar (12), the body having an impact member receiving means (17) so that an impact member (16) can be adjustably located in the receiving means adjacent the free end of the bar, in order for the impact member to take the brunt of impact from a falling person, so as to prevent impalement of a person on the bar.
摘要翻译：一种加强筋端盖（15），其包括可放置在暴露的钢筋（12）的自由端上的中空本体，所述主体具有冲击构件接收装置（17），使得冲击构件（16）可以可调节地位于邻近杆的自由端的接收装置中，以便冲击构件首先受到坠落者的冲击，以防止人在酒吧上的冲击。

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