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    • 91. 发明授权
    • Composite reinforced concrete and timber pile section and method of
installation
    • 复合钢筋混凝土和木桩部分及安装方法
    • US4696605A
    • 1987-09-29
    • US837707
    • 1986-03-07
    • Gerard J. Gillen, Jr.
    • Gerard J. Gillen, Jr.
    • E02D5/38E02D5/48E02D7/28E02D5/22E02D5/52
    • E02D5/385E02D5/48E02D7/28
    • A method of installing a composite pile structure of a timber pile section and a precast reinforced concrete pile section includes a driving of the timber pile section into the earth a distance well below the earth's surface, a distance substantially equal to the length of the reinforced concrete pile section. A hollow, tubular sleeve having a bore is used during driving of the timber pile section to prevent soil from entering the area vertically above the timber pile section. A precast, preset reinforced concrete pile member is placed in the bore of the sleeve. The bottom of the concrete pile carries a connector that is embedded partially in the lower end portion of the concrete pile. The connector joins the bottom of the concrete pile with the top of the timber pile. After joining, the tubular sleeve is removed so that soil encroachment can laterally support the reinforced concrete pile section.
    • 安装木桩部分和预制钢筋混凝土桩部分的复合桩结构的方法包括将木桩部分驱动到地球表面以下远的地面,距离大体上等于钢筋混凝土的长度 桩部分。 在木桩部分的驱动期间使用具有孔的中空管状套管,以防止土壤进入垂直于木桩部分的区域。 将预制的预制钢筋混凝土桩构件放置在套筒的孔中。 混凝土桩的底部承载部分嵌入混凝土桩的下端部分的连接器。 连接器将混凝土桩的底部与木桩的顶部连接。 接合后,取下管状套筒,使土壤侵入可横向支撑钢筋混凝土桩段。
    • 93. 发明授权
    • Supporting member
    • 支持会员
    • US4648220A
    • 1987-03-10
    • US740061
    • 1985-05-28
    • Sven R. Gebelius
    • Sven R. Gebelius
    • E02D5/38E02D5/44E02D5/48E02D5/50E02D5/66E02D27/00
    • E02D5/38E02D5/44E02D5/66
    • A support having a corrugated wall and a generally conical shape is insertable into a foundation material such as sand or dirt. During insertion, the lower end flares outwardly until the corrugations are fully expanded, whereupon the tensile strength of the wall forming the tubular body resists further expansion. The greatly increased surface area presented transverse to the direction of insertion, causes a large increase in resistance. The member with its base expanded can then be filled with concrete or other filler material and used as a stable foundation support.
    • PCT No.PCT / SE83 / 00342 Sec。 371日期1985年5月28日第 102(e)日期1985年5月28日PCT提交1983年9月29日PCT公布。 第WO85 / 01535号公报 日期:1985年04月11日。具有波纹壁和大致圆锥形状的支撑件可插入诸如沙子或污垢的基础材料中。 在插入期间,下端向外张开直到波纹完全膨胀,于是形成管状体的壁的拉伸强度抵抗进一步的膨胀。 大大增加的表面积横向于插入方向,导致电阻大幅度增加。 然后将其底部膨胀的构件填充混凝土或其他填充材料,并用作稳定的基础支撑。
    • 95. 发明授权
    • Method for forming pier foundation columns
    • 墩基础柱形成方法
    • US4165198A
    • 1979-08-21
    • US845857
    • 1977-10-27
    • Glyen D. Farmer
    • Glyen D. Farmer
    • E02D5/38E02D5/40
    • E02D5/385
    • This invention comprises a technique for constructing concrete foundation columns in underwater locations, wherein the steel casing members used to form the columns may be recovered for subsequent re-use. In the technique, an inner and outer casing are partially imbedded in the ground submerged in the water and in concentric relationship with one another. The annulus formed between said inner and outer casing is filled with unconsolidated sand, while the inner casing is filled with reinforcing material and concrete to form the column. The inner casing is then vibrated at a suitable frequency to reduce the friction between it and the sand and concrete, whereby the inner casing may then be drawn upwardly and from between said concrete and the sand. The sand will then support the concrete until after said concrete has hardened, whereupon the outer casing may then be removed, either by vibration or by conventional techniques.
    • 本发明包括一种用于在水下位置构造混凝土基础柱的技术,其中用于形成柱的钢壳构件可以被回收以用于随后的再利用。 在该技术中,内壳和外壳部分嵌入埋在水中的地面并且彼此同心。 在所述内壳和外壳之间形成的环形空间填充有未固结的砂,而内壳填充有增强材料和混凝土以形成柱。 然后,内壳以合适的频率振动以减少其与砂和混凝土之间的摩擦,由此内壳可以随后从上述混凝土和砂之间向上拉。 然后砂将支撑混凝土,直到所述混凝土硬化为止,然后可以通过振动或通过常规技术将外壳除去。