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    • 21. 发明授权
    • Drain material for use in a water-containing poor subsoil and a method for installing said drain material therein
    • 用于含水不良后置体的排水材料和安装上述排水材料的方法
    • US3797251A
    • 1974-03-19
    • US3797251D
    • 1972-08-21
    • KUMAGAI GUMI CO LTD
    • SHIMIZU T
    • E02B11/00E02D3/10
    • E02B11/00E02D3/103
    • There are disclosed a drain material and a method of installation thereof, in which a column-shaped or rod-shaped drain member of an extremely light and continuous cellular foamed synthetic resinous material is used as a drain material for withdrawing water from the water-containing poor subsoil to improve the strength or condition of the soil, thereby providing convenience for transportation and simplicity in working. For facilitating the insertion of the drain member into the watercontaining poor subsoil, a casing pipe having a lid member at its lower end is employed. When the casing pipe is withdrawn from the water-containing poor subsoil, the drain member is pressed down either by a weight secured to the lower portion of the drain member or by compressed air pressure thereon to prevent upward shifting caused by the frictional force between the drain member and the casing pipe.
    • 公开了一种排水材料及其安装方法,其中使用极轻和连续的泡沫发泡合成树脂材料的柱状或棒状排出构件作为从含水的水中排出水的排水材料 不良底土,提高土壤强度或状况,为交通工作提供便利,工作简单。 为了便于将排水构件插入含水不良的底土中,采用在其下端具有盖构件的套管。 当套管从含水不好的底土中排出时,排水构件被固定在排水构件的下部的重物或通过压缩空气的压力压下,以防止由于含水不良的底土之间的摩擦力引起的向上移动 排水构件和套管。
    • 25. 发明授权
    • Pneumatic anchoring system for wick drains
    • 排气管的气动锚固系统
    • US08985898B2
    • 2015-03-24
    • US13651937
    • 2012-10-15
    • Dean Tomlinson
    • Dean Tomlinson
    • E02D3/10
    • E02D3/103
    • A pneumatic anchoring system for installation and anchoring of wick drains in a material to be consolidated such as soil, sand, ore or the like, comprising an excavator or crane having an elongate support mast and a tubular wick drain mandrel supported by the mast for downward penetration of the material/soil. The mandrel is capped at one end. A sled fixedly attached to the mandrel and slidable along the mast rides with the mandrel downward as the mandrel penetrates the material to be consolidated. The sled supports a compressed air storage tank, and the compressed air storage tank supplies compressed air through a venturi into the mandrel to jet compressed air therein. When the mandrel is at its deepest point, the operator releases a jet of air into the mandrel to disengage the wick drain anchor into the material to be consolidated, and then maintains a constant airflow rate into the mandrel during extraction to equalize the pore pressure of the drainage void and prevent collapse.
    • 一种用于在待固结的材料(例如土壤,沙子,矿石等)中安装和固定芯排水管的气动锚固系统,包括具有细长支撑杆的挖掘机或起重机以及由桅杆支撑的管状排油芯,用于向下 材料/土壤的渗透。 心轴在一端被盖住。 当心轴穿透待固化的材料时,固定地连接到心轴并且可沿着桅杆滑动的滑轨随着心轴向下滑动。 滑板支撑压缩空气存储罐,压缩空气存储箱通过文丘里管将压缩空气提供到心轴中以在其中喷射压缩空气。 当心轴处于其最深点时,操作者将空气射流释放到心轴中,以使芯排水锚脱离到待固化的材料中,然后在提取期间将恒定的气流速率保持在心轴中以均衡孔的压力 排水空隙并防止倒塌。
    • 26. 发明申请
    • PNEUMATIC ANCHORING SYSTEM FOR WICK DRAINS
    • 用于排水的气动锚固系统
    • US20130279984A1
    • 2013-10-24
    • US13651937
    • 2012-10-15
    • Dean Tomlinson
    • Dean Tomlinson
    • E02D3/10
    • E02D3/103
    • A pneumatic anchoring system for installation and anchoring of wick drains in soil, comprising an excavator or crane having an elongate support mast and a tubular wick drain mandrel supported by the mast for downward penetration of the soil. The mandrel is capped at one end. A sled fixedly attached to the mandrel and slidable along the mast rides with the mandrel downward as the mandrel penetrates the soil. The sled supports a compressed air storage tank, and the compressed air storage tank supplies compressed air through a venturi into the mandrel to jet compressed air therein. When the mandrel is at its deepest point, the operator releases a jet of air into the mandrel to disengage the wick drain anchor into the soil, and then maintains a constant airflow rate into the mandrel during extraction to equalize the pore pressure of the borehole and prevent collapse.
    • 一种用于在污物中安装和固定芯排水管的气动锚固系统,包括具有细长支撑桅杆的挖掘机或起重机以及由桅杆支撑的管状芯排水心轴,用于向下渗透土壤。 心轴在一端被盖住。 当心轴穿过土壤时,固定连接到心轴上并可沿着桅杆滑动的滑橇与心轴向下滑动。 滑板支撑压缩空气存储罐,压缩空气存储箱通过文丘里管将压缩空气提供到心轴中以在其中喷射压缩空气。 当心轴处于其最深点时,操作者将空气喷射到心轴中以将芯排水锚脱离到土壤中,然后在提取期间将恒定的气流速率保持在心轴中以均衡钻孔的孔隙压力, 防止崩溃。
    • 30. 发明授权
    • Process and system for increasing load-bearing capacity of soil
    • 增加土体承载能力的过程和系统
    • US3707848A
    • 1973-01-02
    • US3707848D
    • 1971-04-07
    • BOLT ASSOCIATES INC
    • CHELMINSKI S
    • E02D3/10E02D5/38E02D5/44E02D15/04E02D5/42
    • E02D3/103E02D3/106E02D5/385E02D5/44E02D15/04
    • Process and system for increasing the load bearing capacity of soil by producing load-bearing columns formed of densely compacted granular material, such as sand or gravel or of concrete. For producing each column, the granular material or concrete is fed down through a hollow member, and an air gun supported at the lower end of a pipe assembly extending down coaxially through the hollow member is actuated to produce powerful impulses to impel the soil outwardly away from the lower end of the hollow member to compact the soil and then to impel the granular material or concrete outwardly to distribute it into the resulting cavity formed in the compacted soil. When sufficient material has been distributed and compaced by the powerful impulses from the air gun, the hollow member and pipe assembly are withdrawn an increment of distance, and then the steps are repeated to distribute and compact more of the desired material at a level above the first deposit, and so forth, to create a column of such material. If desired to create an encased concrete column, the pipe assembly is withdrawn from the interior of the hollow member, which is then filled with concrete. To facilitate the initial insertion of the hollow member into the soil, water is jetted down through it while the air gun is actuated producing powerful impulses to impel the soil away from the lower end, and to compact the soil cylindrically about the descending member to enhance lateral support. A novel air gun energy source is adapted to be operated while embedded in soil, poured concrete, sand, grit, and similar hostile environments. Columns of more coarsely granular material can be produced in the soil to enable ground water to percolate up, the ground water being released by intense, repeated air gun impulses.
    • 通过生产由紧密压实的颗粒材料(例如沙子或砾石或混凝土)形成的承重柱来增加土壤的承载能力的过程和系统。 为了生产每个柱,粒状材料或混凝土通过中空构件被向下馈送,并且支撑在同轴地延伸穿过中空构件的管组件的下端处的气枪被致动以产生强大的脉冲以将土壤向外推开 从中空构件的下端压紧土壤,然后向外推动颗粒状材料或混凝土,将其分配到形成在压实土壤中的所形成的空腔中。 当足够的材料已经通过来自气枪的强力脉冲分配和补充时,中空构件和管道组件被撤回了距离的增量,然后重复步骤以将更多的所需材料分配并压缩在高于 首次存款等等,以创建一列这样的材料。 如果需要创建一个包住的混凝土柱,管道组件从空心构件的内部抽出,然后填充混凝土。 为了便于将中空构件初始插入土壤中,当气枪被致动时,水被向下喷射,产生强大的脉冲以推动土壤远离下端,并且围绕下降的构件压缩圆柱形的土壤以增强 横向支持。 一种新型的气枪能量源适用于嵌入土壤,浇注混凝土,沙粒,砂砾和类似的恶劣环境中。 可以在土壤中产生更粗糙的颗粒材料的柱,以使地下水渗透,地下水被强烈的,重复的气枪冲击释放。