• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    A concrete-reinforcement bar, especially a tension bar, provided with hot-rolled, helically-arranged ribs (2), which are located on two mutually-facing sides of the periphery of the bar and form parts of a thread. The ribs of the thread (2) extend over roughly a third of the periphery of the bar and are inclined toward one another with their front faces (4) which merge into the smooth bar surface of the core cross section (5). In order to improve the fatigue strength and mechanical strength, and to simplify the production of the threaded bars (1) and reduce the required tolerances, the cross-section of the bar (1) has a regular, smooth undulating profile in an axial plane in the region of each rib (2); the wave-shaped tops of the ribs (2) and the valleys between the ribs (2) thus form cavities (3) in the otherwise circular core cross-section (5). The cavities (3) penetrate into the core cross-section only at localized points.
    公开号:SU1558305A3
    申请号:SU874028843
    申请日:1987-01-14
    公开日:1990-04-15
    发明作者:Финстервальдер Др.Ульрих
    申请人:Др. Ульрих финстервальдер (DE)；
    IPC主号:
    专利说明:

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    1558305
    Изобретение относится к арматурным элементам для железобетонных конструкций.
    Целью изобретения является повыше- $ ние прочности арматурного стержня и упрощение его изготовления.
    На фиг. 1 схематично изображен арматурный стержень, частичный продольный разрез; на фиг. 2 - разрез А-А ю на фиг. 1;. на фиг. 3 - вид Б на фиг.1.
    Арматурный стержень содержит сердечник 1, на двух противоположных сторонах которого расположены горячекатаные ребра 2, ориентированные по вин-Л5 товой линии с образованием на одной трети периметра стержня части резьбы, торцы 3 которых наклонны и сопряжены с поверхностью сердечника 1. Впадины 4 между ребрами 2 расположены напро- 20 тив ребер 2 на противоположной стороне сердечника 1 с сохранением постоянной площади поперечного сечения по длине стержня. Ребра 2 выполнены скругленными с образованием совмест- 25 но: ‘ с впадинами 4 правильного волнообразного профиля, при этом впадины 4 образуют углубления 5 в круглом поперечном сечении сердечника 1.
    Расположение впадин 4 напротив ре- зо бер 2 на противоположной стороне сердечника с сохранением постоянной плодади поперечного сечения по длине стержня не приводит к ослаблению поперечного сечения стержня, что повышает
    его прочность и. выносливость при знакопеременных нагрузках. При этом также могут быть уменьшены допуски для винтовых муфт, с помощью которых такие стержни соединяются между собой. Кроме того, такая форма стержня упрощает его изготовление прокаткой, так как улучшаются условия заполнения винтовых ребер металлом.
    The invention relates to the construction and can be used for the reinforcement of reinforced concrete structures. In order to increase the strength of the reinforcing bar and simplify its manufacturing, the core is made with core 1 and rounded hot rolled ribs 2, which together with hollows 4 form indentations in the core and the correct wave-shaped cross-section profile of the rod, 3 sludge.
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    1558305
    The invention relates to reinforcing elements for reinforced concrete structures.
    The aim of the invention is to increase the strength of the rebar and simplify its manufacture.
    FIG. 1 schematically shows a reinforcing bar, a partial longitudinal section; in fig. 2 shows a section A - A of FIG. one;. in fig. 3 is a view of B in FIG.
    The rebar contains a core 1, on two opposite sides of which there are hot-rolled ribs 2 oriented along the win-L5 line to form a part of the thread on one third of the perimeter of the rod, the ends of which 3 are inclined and connected to the surface of the core 1. The hollows 4 between the ribs 2 are located In contrast, the ribs 2 are on the opposite side of the core 1 while maintaining a constant cross-sectional area along the length of the rod. The ribs 2 are rounded to form jointly: 'with the depressions 4 of a regular undulating profile, with the depressions 4 forming depressions 5 in the circular cross-section of the core 1.
    The location of the depressions 4 opposite the resober 2 on the opposite side of the core while maintaining a constant fruit of the cross section along the length of the rod does not weaken the cross section of the rod, which increases
    its strength and. endurance with alternating loads. At the same time, tolerances for screw couplings with which such rods are interconnected can also be reduced. In addition, this form of the rod simplifies its manufacture by rolling, as the conditions for filling the spiral ribs with metal are improved.
    权利要求:
    Claims (1)
    [1]
    Claim
    A reinforcing bar containing a core, on two opposite sides of which there are hot rolled ribs oriented along a helical line to form part of the thread on one third of the rod’s perimeter and the ends of which are inclined and connected to the surface of the core, the profile of the cavities between the edges has a rounded shape, and the cavities are located opposite the ribs on the opposite side of the core while maintaining a constant cross-sectional area along the length of the rod, characterized in that, in order to increase its strength and control manufacturing scheniya ribs are rounded to form with the recesses in the longitudinal section of the rod proper undulating profile, wherein the depressions form recesses in a circular cross sectional core.
    类似技术:
    公开号 | 公开日 | 专利标题
    SU1558305A3|1990-04-15|Reinforcement bar
    US3183628A|1965-05-18|Masonry wall reinforcing means
    US2552364A|1951-05-08|Reinforcing bar or rod
    US4229501A|1980-10-21|Steel rods, especially reinforcing or tensioning rods
    US3292337A|1966-12-20|Armoring rods for reinforced concrete
    DE3521755C2|1993-04-15|
    US2376761A|1945-05-22|Reinforcing bar
    RU93003689A|1995-04-20|TEAM ELEMENT OF A TEAM-MONOLITHIC WALL IN GROUND
    US2418383A|1947-04-01|Bar stock and reinforcing bar
    DE202018107173U1|2019-01-28|Profile carrier with cavity and stiffening element
    RU2035564C1|1995-05-20|Deformed bar
    SU1679008A1|1991-09-23|Reinforcement member for continuously reinforcing concrete
    SU953139A1|1982-08-23|Reinforcement bar of recurrent profile
    RU2005861C1|1994-01-15|Reinforcing member
    SU1188287A2|1985-10-30|Die-rolled section bar
    US2298102A|1942-10-06|Reinforced concrete
    SU1520219A1|1989-11-07|Die-rolled reinforcement bar
    US3335539A|1967-08-15|Spirally ribbed reinforcing bar for concrete
    SU1048080A1|1983-10-15|Repeating-profile reinforcement bar
    US2016128A|1935-10-01|Reenforcing bar
    US3348354A|1967-10-24|Masonry reinforcement
    RU2015270C1|1994-06-30|Deformed bar
    SU815214A2|1981-03-23|Cast-in part set into ferroconcrete articles
    US1485562A|1924-03-04|Reenforcing bar for concrete constructions
    SU420743A1|1974-03-25|ARMATURE BAR
    同族专利:
    公开号 | 公开日
    DE3517638A1|1986-11-20|
    JPS63500191A|1988-01-21|
    DE3517638C2|1989-02-02|
    DE3687693D1|1993-03-18|
    WO1986006777A1|1986-11-20|
    JPH0660519B2|1994-08-10|
    EP0222845B1|1993-02-03|
    EP0222845A1|1987-05-27|
    US4811541A|1989-03-14|
    BR8606675A|1987-08-11|
    AT85382T|1993-02-15|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    GB150451A|1919-06-07|1920-09-07|Improved Twisted Steel Bar Com|Improvements relating to reinforced concrete construction|
    BE464437A|1944-05-26|1945-05-31|Eugene Freyssinet|
    FR1109237A|1954-07-20|1956-01-24|Union Siderurgique Lorraine Si|Reinforcement for reinforced concrete|
    GB835934A|1956-11-12|1960-05-25|Erich Luebbert|Improvements in or relating to prestressed concrete|
    GB881839A|1957-03-22|1961-11-08|Erich Lubbert|Improvements in or relating to reinforcing rods for concrete|
    FR1189577A|1958-01-07|1959-10-05|Cie De Pont A Mousson|Advanced reinforcement for pre-stressed concrete construction element and element with application|
    CH418584A|1963-09-04|1966-08-15|Salm Mathias|Spacer for reinforcement bars|
    DE1905704U|1964-04-30|1964-12-03|Maximilianshuette Eisenwerk|STRUCTURAL STEEL USED AS CONCRETE REINFORCEMENT.|
    DE1659125A1|1967-09-23|1970-07-02|Ilseder Huette|Reinforcement, preferably prestressing steel|
    US3561185A|1968-02-12|1971-02-09|Dyckerhoff & Widmann Ag|Armoring and stressing rod for concrete|
    DE1784630C2|1968-08-29|1974-09-19|Dyckerhoff & Widmann Ag, 8000 Muenchen|Concrete reinforcement bar, especially tie bar|
    US3782839A|1970-09-01|1974-01-01|Salzgitter Peine Stahlwerke|Reinforcing bar, bolt or the like|
    JPS5440847B2|1975-06-23|1979-12-05|DE3703974A1|1987-02-10|1988-08-18|Dyckerhoff & Widmann Ag|Tension member comprising high-strength fibres|
    DE3730489A1|1987-09-11|1989-03-30|Dyckerhoff & Widmann Ag|CONCRETE REINFORCEMENT BAR, PARTICULAR CONCRETE RIB BAR|
    DE3730490A1|1987-09-11|1989-03-23|Dyckerhoff & Widmann Ag|HOT ROLLED CONCRETE REINFORCING BAR, PARTICULARLY CONCRETE RIB BAR|
    DE3816930A1|1988-05-11|1989-11-23|Heribert Hiendl|REVERSIBLE CONCRETE STEEL|
    DE4240968C1|1992-12-05|1994-02-10|Aicher Max|Multi-part steel rod, in particular concrete reinforcement rod, tension rod or the like|
    AUPQ624600A0|2000-03-15|2000-04-06|Gray, Evelyn Frances|Process for forming a threaded member|
    DE10105667A1|2001-02-08|2002-09-26|Badische Stahlwerke Gmbh|Reinforcing steel with ribs, reinforced concrete|
    US7624556B2|2003-11-25|2009-12-01|Bbv Vorspanntechnik Gmbh|Threaded deformed reinforcing bar and method for making the bar|
    BRPI0403995A|2004-07-12|2006-02-21|Bmp Siderurgia S A|octagonal rebar with construction core|
    US7802951B2|2006-12-18|2010-09-28|Sandisk Corporation|Anti-rotational adhesive insert|
    CA2802913C|2010-06-24|2019-09-10|Nucor Corporation|A tensionable threaded rebar bolt|
    CL2010000889A1|2010-08-20|2011-03-11|Pablo Covarrubias Torres Jaun|Steel bar with projections, to form concrete reinforcements, so that the concrete remains in the elastic zone of compression resistance, with a tension less than 50% of the breaking stress and where the bar has a diameter d, projections arranged at a distance l from each other and from a height h, with an area less than a quarter of the perimeter per l|
    US9010165B2|2011-01-18|2015-04-21|Nucor Corporation|Threaded rebar manufacturing process and system|
    US9243406B1|2015-01-21|2016-01-26|TS—Rebar Holding, LLC|Reinforcement for reinforced concrete|
    US10260234B1|2017-12-22|2019-04-16|Yu-Liang Kuo|Deformed reinforcing bar, truss structure, and floor module structure|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    DE3517638A|DE3517638C2|1985-05-15|1985-05-15|
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