会员体验
专利管家(专利管理)
工作空间(专利管理)
风险监控(情报监控)
数据分析(专利分析)
侵权分析(诉讼无效)
联系我们
交流群
官方交流:
QQ群: 891211   
微信请扫码    >>>
现在联系顾问~
热词
    • 13. 发明授权
    • Underwater piling restoration system
    • 水下复桩系统
    • US4116013A
    • 1978-09-26
    • US754631
    • 1976-12-27
    • Emil Donald Hellmers
    • Emil Donald Hellmers
    • E02D5/60E02D5/64
    • E02D5/60E02D5/64
    • A weakened underwater section of deteriorating pile is provided with a concrete splint. One of two companion seal members is first installed below the weakened section. A split tubular form is then installed about the section. The lower end of the form provides the second of the companion seal members that engages beneath the first seal member. The form is supported from above as water is pumped from the form. The buoyant upthrust moves the companion sealing members into firm sealing engagement. After the suspension for the form is adjusted, concrete is poured into the nearly dry form. The concrete mix is not compromised by contamination with seawater and a structurally sound splint is formed.
    • 劣化桩的弱化水下部分设有混凝土夹板。 两个伴侣密封件之一首先安装在弱化部分下方。 然后围绕该部分安装分开的管状形式。 该形式的下端提供接合在第一密封构件下面的第二个伴随密封构件。 从形式中抽出水,从上方支持该形式。 浮力上推将伴侣密封件移动到牢固的密封接合位置。 调整形式的悬浮液后,将混凝土倒入几乎干燥的形式。 混凝土混合物不会被海水污染所影响,形成结构良好的夹板。
    • 15. 发明授权
    • Pile splicing apparatus and method
    • 桩拼接装置及方法
    • US3934422A
    • 1976-01-27
    • US522777
    • 1974-11-11
    • Larry E. FredricksonThomas L. Coates
    • Larry E. FredricksonThomas L. Coates
    • E02B17/00E02D5/24E02D5/64E02D15/04E02D5/60
    • E02D5/64E02D15/04
    • Top and bottom segments of marine piling are spliced and reinforced in situ by surrounding them with an elongated cage of concrete mesh rebar stock or like material, surrounding the cage with an elongated concrete form bag, spacing the cage from the piling and the form bag from the cage, and pouring the form bag full of concrete mix thereby integrating the piling segments, the cage and the form bag into a repaired or spliced pile of substantial strength. Where the splice extends below the mud line, the area about the pile first is excavated down into the underlying solid ground to provide a concrete form basin which also is filled with concrete to provide a footing for the spliced pile.
    • 海上堆垛的顶部和底部通过围绕它们的一个细长的混凝土网格钢筋股或类似材料的笼子进行拼接和加固,围绕笼子用细长的混凝土形式的袋子,将笼子与打桩和形式袋间隔开 笼子,并倒入充满混凝土混合物的形式袋,从而将打桩段,保持架和成型袋整合成具有相当强度的修补或拼接桩。 如果接头延伸到泥线以下,首先将桩的区域挖掘到下面的固体地面中,以提供混凝土盆地,该混凝土盆地也充满混凝土以为拼接桩提供基础。
    • 16. 发明授权
    • Method of replacing piling
    • 更换打桩方法
    • US3890794A
    • 1975-06-24
    • US31809372
    • 1972-12-26
    • BROADFOOT JOHN T
    • BROADFOOT JOHN T
    • E02D5/14E02D5/64E02D5/26E02D5/40
    • E02D5/64E02D5/14
    • Deteriorated piling is replaced with a hollow, tubular, reinforced concrete column extending from just below the mud line to the underside of a load-bearing member supporting an overhead structure. The deteriorated piling is severed below the mud line and a cast-in-place concrete column is positioned between the severed piling and the overhead supporting member. Any required length of column is formed by suspending a preformed base section in water over the severed piling, securing a form member to the top edge of the base section, spraying quick-setting concrete over the form member, which sets in seconds, and adding progressive additions of form member and concrete while lowering the hollow column into place over the severed piling until contact is made with the overhead structure. An integral, hollow concrete column is formed functioning as a load-bearing piling.
    • 由一条中空管状的钢筋混凝土柱替代了恶化的桩,该混凝土柱从泥浆线的正下方延伸到支撑架空结构的承重构件的下侧。 劣化的桩在泥线下方被切断,并且现浇混凝土柱位于切断的桩和架空支撑构件之间。 任何所需长度的柱子都是通过将预成型的基部部分悬挂在切割的打桩的水中而形成的,将模板部件固定在基部的顶部边缘上,将快速凝固的混凝土喷涂在模具部件上,其设定在几秒钟内,并加入 逐渐添加成形构件和混凝土,同时将空心柱在切割的桩上放置到位,直到与顶部结构接触。 整体的空心混凝土柱被形成为承载桩。