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    • 93. 发明授权
    • Non-stressed, high strength, cement-containing pipe and its production
    • 无应力,高强度,含水泥管及其生产
    • US4077577A
    • 1978-03-07
    • US655189
    • 1976-02-04
    • James Wright
    • James Wright
    • B28B21/48B28B21/56B28B21/62F16L9/08F16L9/14F16L9/16B65H81/00
    • B28B21/56B28B21/48B28B21/62F16L9/08F16L9/14F16L9/16
    • Non-stressed, high strength, substantially inflexible, rigid, cement-containing pipe, for example, asbestos-cement pipe well adapted as high pressure water pipe, comprising a tubular article body of spirally wound up layers of asbestos-cement, and a plurality of helical windings of a continuous filament of an aromatic polyamide fiber known and obtainable as KEVLAR aramid fiber about one or more of the asbestos-cement layers within the interior of the pipe without being stretched and without being in tension. The aromatic polyamide fiber of the continuous filament is of high tensile strength of about 390,000 psi or higher and a low elongation capability of no more than 7%, and the continuous filament of the belical windings is maintained about the cement-containing composition within the interior of the pipe without being stretched and without being in tension. Non-stressed, high strength concrete pipe is also embodied in the invention. The outer exposed main surface of the pipe is usually free or substantially free of the continuous filament.
    • 无应力,高强度,基本不弯曲,刚性的含水泥管,例如适用于高压水管的石棉 - 水泥管,包括石棉 - 水泥螺旋卷绕的管状物体,以及多个 芳族聚酰胺纤维的连续长丝的螺旋绕组,其已知和可作为KEVLAR芳族聚酰胺纤维获得,围绕管内部的一个或多个石棉 - 水泥层而不被拉伸并且不处于张力。 连续长丝的芳族聚酰胺纤维具有约390,000psi或更高的高拉伸强度和不超过7%的低伸长能力,并且围绕在内部的含水泥组合物保持连续细丝 的管道,没有被拉伸而没有紧张。 本发明还体现了非应力高强度混凝土管。 管的外露的主表面通常是自由的或基本上没有连续细丝。
    • 96. 发明授权
    • Method of producing composite concrete - steel pipes and joints and pipe and joint obtained by means of said method
    • 生产复合材料混凝土的方法 - 钢管和接头以及管道和连接方法
    • US3758940A
    • 1973-09-18
    • US3758940D
    • 1964-11-23
    • SEGANS
    • LAMY J
    • B28B21/56B28B21/60B28B21/62F16L9/153F16L17/10F16L25/00B23K31/02B28B17/00
    • B28B21/56B28B21/60B28B21/62F16L9/153F16L17/10F16L25/0027Y10T29/49888
    • 1. Method of producing a composite concrete-steel pipe comprising the steps of taking a thin mild steel sleeve to SERVE AS THE INNER WALL OF THE PIPE, ATTACHING METAL REINFORCING MEANS TO THE OUTER FACE OF SAID SLEEVE, FORMING AN INJECTING MOULD ABOUT SAID SLEEVE BY PLACING MEANS ACTING AS A MOISTUREPERMEABLE ENCLOSURE AROUND SAID SLEEVE, SAID ENCLOSURE CONSTITUTING THE OUTER WALL OF SAID MOULD AND SAID SLEEVE CONSTITUTING THE INNER WALL OF SAID MOULD, INJECTING COLLOIDAL CONCRETE INTO SAID MOULD, COMPRESSING THE CONCRETE BEFORE IT HAS SET BY CREATING AN INTERNAL HYDRAULIC PRESSURE IN SAID SLEEVE SO AS TO EXPAND SAID SLEEVE BEYOND THE ELASTIC LIMIT OF SAID MILD STEEL, RELEASING SAID HYDRAULIC PRESSURE IN SAID SLEEVE AFTER HARDENING OF THE CONCRETE, AND REMOVING THE RESULTING COMPOSITE CONCRETE-STEEL PIPE COMPRISING SAID CONCRETE, SAID REINFORCING MEANS AND SAID MILD STEEL SLEEVE EXPANDED AGAINST SAID CONCRETE.
    • 1.一种复合混凝土钢管的制造方法,其特征在于,具有以下步骤:将薄的软钢套管作为管壁内壁,将金属加固装置连接到所述套筒的外表面上,形成注射模具 通过配置作为在套筒上的水分渗透性外壳的外观,外壳标示外壳的模具和合格的套管,将内部模具,将胶合混凝土注入到模具中,在创建之前压缩混凝土 内置液压压力,以便扩展超过规定的钢铁弹性极限之上的套筒,在混凝土硬化之后释放已确定的套筒中的液压,并移除包含混凝土的混凝土复合混凝土管,加固 意味着对已有的混凝土进行膨胀的小型钢管。