| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 1 | 电力施工用钢筋框制造装置 | CN201510964404.7 | 2015-12-19 | CN105344893A | 2016-02-24 | 李加振 |
| 电力施工用钢筋框制造装置，用于解决电力施工工地钢筋框制作时费时费力的问题。包含位于基座上并顺次设置的输送总成、折弯总成、转运总成和储料总成，输送总成通过上、下输送轮的配合夹紧和转动实现对钢筋的输送；折弯总成通过弧形板的圆周运动并配合挡杆实现对钢筋的折弯得到圆形的钢筋框；转运总成可实现对钢筋框的输送，并对钢筋框的接头处进行焊接固定；储料总成用于储存钢筋框，以便于取用。在制造过程中，直钢筋的运输由设备完成，不需要人工搬运，大大减轻了人的体力劳动；钢筋框的折弯一次成型，且钢筋框的搬运和焊接由设备完成，工序前后衔接，加工效率高。 | ||||||
| 2 | 线材或扁平带制成的细丝及其制造设备 | CN93109673.1 | 1993-08-13 | CN1082955A | 1994-03-02 | M·格龙齐尔 |
| 对两端带钩状变形的线段的细丝，首先要求其形状对混合性没有不利影响，还具有在硬化材料中良好的结合性，并可廉价地生产出。为达到改善其结合性的目的，在直线中间段(1)的端头各设计了一个短的波状过渡段(3)，作为到各端部(2)的过渡。其中过渡段(3)主要是由相应于S状的双波组成。通过波状过渡段(3)使结合性全部得以提高，而不会对混合性产生不利影响，此外，这种形状的细丝可使用压轮在一道工序中廉价地生产出。 | ||||||
| 3 | 钢筋捆扎装置 | CN201580022852.3 | 2015-05-14 | CN106489011A | 2017-03-08 | 金炳洙; 田亨吉 |
| 本发明涉及一种能够利用伴随主轴的旋转在长度方向进行移动的连动手段，在捆扎生产线的供应过程中更加精密地实现切断、捆扎作业，并确保引导捆扎线的引导器的进出过程更加稳定，从而确保装置驱动稳定性的钢筋捆扎装置。 | ||||||
| 4 | 圆形钢筋框加工装置 | CN201510961096.2 | 2015-12-19 | CN105363969A | 2016-03-02 | 于晶 |
| 圆形钢筋框加工装置，用于解决建筑工地钢筋架制作时费时费力的问题。包含位于基座上并顺次设置的截断总成、输送总成、折弯总成、转运总成、储料总成和安装总成，截断总成用于实现钢筋的定长测量和截断，输送总成通过上、下输送轮的配合夹紧和转动实现对钢筋的输送；折弯总成通过弧形板的圆周运动并配合挡杆实现对钢筋的折弯得到圆形的钢筋框；转运总成可实现对钢筋框的输送，并对钢筋框的接头处进行焊接固定；储料总成用于储存钢筋框，以便于取用；安装总成用于实现直钢筋与钢筋框的定位和焊接。整个制造过程前后衔接，钢筋和钢筋框的搬运由设备完成，可大大减轻工人的体力劳动，有效提高制造钢筋架时的工作效率。 | ||||||
| 5 | Device for producing metal fibers | US10203777 | 2002-08-13 | US06748781B2 | 2004-06-15 | Fernand Felgen |
| A device for producing metal fibers from a metal wire includes a forming assembly and a cutting assembly arranged downstream from the forming assembly in the direction of production. Both the forming assembly and the cutting assembly are driven by a driving mechanism and are mechanically synchronized. The cutting assembly includes a cutting roller and a mating roller, the cutting roller having cutting elements extending radially outwardly from a circumferential surface of the cutting roller and are uniformly distributed over the circumferential surface. The cutting roller and the mating roller are arranged at a minimum distance, one above the other, where either the cutting roller or the mating roller is arranged above a travelling path of the wire, while the other is arranged below the travelling path of the wire. During fiber production, the wire passes substantially tangentially between the cutting roller and the mating roller. | ||||||
| 6 | Method of making improved concrete reinforcing elements | US641169 | 1975-12-16 | US3994150A | 1976-11-30 | Winston Anthony Marsden |
| This specification discloses a method of and apparatus for forming concrete reinforcing elements having enlarged ends and also discloses a reinforced composite incorporating such elements. In one embodiment the enlarged ends are formed by folding the edges of a strip of sheet metal onto itself while in another form the enlarged ends are formed by edge rolling a strip. In both cases the reinforcing element is formed by transversely shearing the strip after its edge has been modified. The reinforcing elements as described above are shown to have a greater pull-out resistance than plain elements. | ||||||
| 7 | APPARATUS FOR COUPLING ARRANGED REINFORCEMENT BARS | US15308306 | 2015-05-14 | US20170066038A1 | 2017-03-09 | Byung-Soo KIM; Hyung-Gil JEON |
| The preset invention relates to an apparatus for coupling arranged-reinforcement bars that can more precisely supply wires and bind and cut reinforcement bars, using a linkage member that longitudinally moves with rotation of a main shaft, and can stably operate by stably moving a guider for guiding wires. | ||||||
| 8 | Fiber for reinforcing concrete or similar materials made of wire of a flat material strip and device for manufacturing such fibers | US106382 | 1993-08-13 | US5359873A | 1994-11-01 | Marian Grondziel |
| A fiber for reinforcing concrete is manufactured from wire or flat bands and has a linear center section and a first intermediate section connected to the first end of the center section and a second intermediate section connected to the second end of the center section. The first and the second intermediate sections have a wavy shape and are shorter than the center section. A first end section is connected to the first intermediate section and a second end section is connected to the second intermediate section. The first and the second intermediate sections preferably have an elongated S-shaped deformation extending in a common plane. The first and the second end sections are substantially linear and extend parallel displaced to the center section. The fibers are produced in one stamping operation in an inexpensive manner. | ||||||
| 9 | Reinforcing metal fibers | US471062 | 1990-01-29 | US4960649A | 1990-10-02 | Susumu Takata; Mamoru Murahashi |
| A concrete reinforcing metal fiber capable of being easily and uniformly dispersed in concrete. The metal fiber integrally includes a longitudinal strength body which bears tensile force that works thereon, and two rows of intermittent fins extending on the opposite sides of the strength body. The flatness ratio, namely, the ratio of the maximum width of the metal fiber to the maximum thickness of the same, of the metal fiber is in the range of 2.5 to 6. | ||||||
| 10 | Twisted metal staple and yarn formed therefrom | US69623757 | 1957-11-13 | US2963850A | 1960-12-13 | ROSENBLATT BERNARD J |
| 11 | JPS649261B2 - | JP15377680 | 1980-11-04 | JPS649261B2 | 1989-02-16 | TAKEDA SHIGEJI |
| 12 | CONCRETE REINFORCING FIBERS | US14390270 | 2012-09-14 | US20150184318A1 | 2015-07-02 | Luke Pinkerton; Joseph L. Stecher |
| A method of making a fiber (100) that includes continuously receiving a round wire (10), forming the round wire into a fiber having to have a cross-sectional shape defining a truncated circle having an aspect ratio of between 1.53 and 1.88, and simultaneously pulling and twisting the fiber a threshold number of twists per inch while retaining the aspect ratio of the fiber. | ||||||
| 13 | Device for producing metal fibers | US10203777 | 2002-08-13 | US20030010081A1 | 2003-01-16 | Fernand Felgen |
| A device for producing metal fibers from a metal wire comprises a forming assembly (14) and a cutting assembly (16), said cutting assembly (16) being arranged downstream of said forming assembly (14) in the direction of production, said forming assembly (16) being driven by driving means (58). Said cutting assembly (16) is driven by said driving means (58) and said forming assembly (16) and said cutting assembly (14) are mechanically synchronized. | ||||||
| 14 | Metal fiber for reinforcing concrete | US757851 | 1991-09-11 | US5215830A | 1993-06-01 | Raimondo Cinti |
| A fiber for reinforcing concrete comprises a length of metal wire having a substantially straight central part and offset anchoring parts at its opposite ends, each of which includes an initial straight portion parallel to the central part and offset laterally therefrom, a final straight portion coaxial with the central part, and two opposed oblique portions connecting the initial straight portion to the central part and to the final straight portion, respectively. | ||||||
| 15 | Reinforcement fibres | US887339 | 1978-03-16 | US4210009A | 1980-07-01 | James D. Farfor; Huba Gall |
| Fine fibres of steel for use as concrete reinforcement are produced by longitudinally slitting continuous steel strip to form narrow strip segments and severing the strip segments at intervals along their length. The strip is slit longitudinally on passing between a pair of nip rollers having intermeshing circumferential tongues and grooves so that penetration of the tongues into the grooves severs the strip longitudinally. The resulting strip segments are passed between chopping rollers which chop them into discontinuous fibres and also deform the thus formed fibre ends to promote anchorage in the concrete. | ||||||
| 16 | Apparatus for applying the method and the fiber add a reinforcing fiber in concrete injection type supplied to the concrete injection type | JP51076095 | 1994-10-05 | JPH09503458A | 1997-04-08 | スオメラ、ジュッカ; ノルディン、アルネ |
| (57)【要約】 補強ファイバーを製造し、これらを生コンクリート原料に加える方法。 ファイバーは、連続する線材（６）から線材の断片製造手段によって連続して線材から分離されてファイバーを形成し、次ぎに、これらに付与された運動エネルギーによって、混練機内で混練を受けつつある生コンクリートに吹き飛ばされる。 この方法を実施する適切な装置は、計量器上に装架される線材スプールを含み、線材（６）が前記スプールから線材推進ユニット（４）に走行し、線材推進ユニットの後方に、推進ユニットから前方に供給される線材と係合するファイバー分離ユニット（８）が設けられており、線材から線材の断片を一貫して分離する。 こうして分離されたファイバーは、ファイバー分離ユニット（８）の下流側に設けられたノズル管（４６）を通過し、前記ノズル管がファイバーを生コンクリート原料を保持する付随的な混練機へと案内する。 線材推進ユニット（４）とファイバー分離ユニット（８）は、それぞれ、線材と係合する被駆動ホイール（１０，２８）と、これらのホイールと協働する案内ロール（１２，３０）とを有する。 | ||||||
| 17 | Forming method of steel fiber used for cement structure | JP8890181 | 1981-06-11 | JPS5733911A | 1982-02-24 | AJIRO KEIJI; IRIE KENZOU |
| PURPOSE: To provide a means to cut steel fibers of the desired size accurately and continuously for use in the cement structure by blade matching through pre-cutting of a lower blade with a spiral blade. CONSTITUTION: The upper corner of a block shaped lower blade 3 of mild iron is pre-cut blade matched with an upper blade 1a of a spiral reamer. A cold rolled thin steel strip 6 is fed between the upper blade 1a and the lower blade 3 at predetermined speed and is continuously cut by the spiral reamer 1 while twisting said steel strip into a thin string form to obtain steel fibers to about 0.2W0.5mm square and 15W25mm length. COPYRIGHT: (C)1982,JPO&Japio | ||||||
| 18 | Method of and device for produing discontinuous fiber and casting material reinforcing fiber | JP3224978 | 1978-03-20 | JPS53122822A | 1978-10-26 | JIEEMUSU DAGURASU FUAAFUOO; FUBA GAARU |
| 19 | Fiber consisting of wire or flat band for reinforcing of concrete or the like and apparatus therefor | JP22489993 | 1993-07-23 | JPH06192927A | 1994-07-12 | MARIAN GURONTOTSUIIRU |
| PURPOSE: To obtain a good bonding characteristic of a reinforcing fiber in a concrete to be hardened while preventing the shape of the reinforcing fiber to be included into concrete from exerting a disadvantageous influence on the inclusion and to enable the inexpensive production of the reinforcing fiber. CONSTITUTION: The reinforcing fiber has nearly a rectilinear center section 1 and hook-shaped end sections 2. Intermediate sections 3 of a short wavy shape follows as the transition sections to the respective end sections 2 to the end of the center section 1. The intermediate sections 3 are preferably formed to an elongated S-shape as two waves. The bonding characteristic to the concrete is improved as a whole without degrading the intrusion characteristic by these wave-shaped intermediate sections 3. Further, the reinforcing fiber of such a shape may be inexpensively produced by two stamping wheels in one stage. COPYRIGHT: (C)1994,JPO | ||||||
| 20 | JPS5828047B2 - | JP8890181 | 1981-06-11 | JPS5828047B2 | 1983-06-13 | AJIRO KEIJI; IRIE KENZO |
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