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    • 1. 发明授权
    • Drain board installing device without anchor plate
    • 排水板安装装置无锚板
    • US07614823B2
    • 2009-11-10
    • US12335455
    • 2008-12-15
    • Gan-Joo KimGyo-Byum JinJae-Ok LeeDae-Gwang Yoon
    • Gan-Joo KimGyo-Byum JinJae-Ok LeeDae-Gwang Yoon
    • E02B11/00
    • E02D3/103
    • A drain board installing device without an anchor plate is disclosed. A drain board temporary clamp device 146 comprises a protrusion body 321 provided at the center part of an inner wall of the through hole below the drain casing; a plate shaped arm 333 provided with a slit to allow the arm to ascend and descend at a predetermined length along a longitudinal direction of the drain casing within the through hole of the drain casing under the guide of the protrusion; and a T shaped rod 335 fixed to a lower part of the plate shaped arm, wherein, when the plate shaped arm 333 and the T shaped rod 335 descend toward the lower end of the drain casing within the maximum range by means of their load, a lower end part 333a of the plate shaped arm descends to the part where a lower end part 204a of the drain casing is located, and when the plate shaped arm 333 and the T shaped rod 335 move toward the upper end of the drain casing within the maximum range by means of their load, a T shaped end part 335a of the rod is caught in a slit 154 formed in the lower end part of the drain casing.
    • 公开了一种没有锚板的排水板安装装置。 排水板临时夹紧装置146包括:突出体321,其设置在排水壳体下方的通孔的内壁的中心部; 设置有狭缝的板状臂333,用于允许臂在突出部的引导件的排水壳体的通孔内沿着排水壳体的纵向方向以预定长度上升和下降; 以及固定在板状臂的下部的T字型杆335,其中,当板状臂333和T形杆335借助于其负载在最大范围内朝向排水套筒的下端下降时, 板状臂的下端部333a下降到排水壳体的下端部204a所在的部分,当板状臂333和T形杆335朝向排水壳体的上端移动时, 通过其负载的最大范围,杆的T形端部335a被卡在形成在排水壳体的下端部的狭缝154中。
    • 2. 发明授权
    • Means for providing a vertical drain in soil
    • 在土壤中提供垂直排水的方法
    • US4449848A
    • 1984-05-22
    • US465045
    • 1983-02-09
    • Mauno O. Juhola
    • Mauno O. Juhola
    • E02D3/10
    • E02D3/103
    • Means for providing a vertical drain in soil, comprising a push tube to be pushed into the soil and which carries within itself a prefabricated drain provided with a plate-like anchor on the lower end, and which anchor rests against the lower end of the push tube, and keeps the prefabricated drain in its place when the push tube is pulled upwards. The difficulty lies in making sure that the anchor and the prefabricated drain really remain stationary also in soft soil. As taught by the invention, the lower end of the push tube is provided with at least one pouch-like pressure member located between said push tube and the anchor and inflatable by the aid of a pressurized fluid so that it will push the anchor off the lower end of the push tube and spread it out in an opened position.
    • 用于在土壤中提供垂直排水的装置,包括被推入土壤中的推管,并且其内部承载有预制排水口,该排水管在下端设置有板状锚固件,并且该锚固件抵靠推动器的下端 并且当推管向上拉时,将预制排水管保持在其位置。 困难在于确保锚和预制排水管在软土中确实保持静止。 如本发明所教导的,推管的下端设置有位于所述推管和锚之间的至少一个袋状压力构件,并借助于加压流体可膨胀,使得其将锚固件推离 推管的下端并将其展开在打开位置。
    • 6. 发明授权
    • Method of confirming position of drain material left and apparatus for
confirming same in drain engineering method
    • 排水工程方法确认排水材料的位置和确认装置的方法
    • US4676693A
    • 1987-06-30
    • US677089
    • 1984-11-30
    • Toshio HiroshimaMamoru TamuraMikio Sakaizumi
    • Toshio HiroshimaMamoru TamuraMikio Sakaizumi
    • E02D3/10G01N27/72
    • E02D3/103
    • A method and apparatus is provided to embed paper drain material in water-laden soil by means of a mandrel driven into the soil by power means. The paper drain material is intermittently treated with a substance detectable by a signal emitted electronic sensing means secured to the lower end of the mandrel. When the paper drain is believed to be in place, the mandrel is withdrawn. During mandrel withdrawal, as each sensing means passes by each detectable substance, the signal from the sensing means is modulated, thereby indicating that the paper drain is embedded in place and the mandrel has disengaged from the paper drain. If the paper drain adheres to the mandrel and is being withdrawn with the mandrel, no modulated signal will be generated, thereby indicating that the paper drain is not properly anchored in the soil. By varying the physical properties of the detectable substances, the signal from each substance can be made unique, thereby enabling the operator to determine the relative position of the mandrel to the paper drain.
    • 提供了一种方法和装置,其通过用动力装置驱动到土壤中的心轴将排纸材料嵌入含水土壤中。 用排出的电子感测装置可检测的物质间歇地处理排纸材料,所述信号发射电子感测装置固定在心轴的下端。 当排水管被认为就位时,心轴被取出。 在心轴取出期间,当每个感测装置通过每个可检测物质时,来自感测装置的信号被调制,从而指示排纸管嵌入就位并且心轴已经从排纸口脱离。 如果排水管粘附到心轴上并且用心轴取出,则不会产生调制信号,从而表明排水管未被适当地锚定在土壤中。 通过改变可检测物质的物理性质,可以使来自每种物质的信号是独一无二的,从而使得操作者能够确定心轴与排水口的相对位置。
    • 7. 发明授权
    • Means for providing a vertical drain in soil
    • 在土壤中提供垂直排水的方法
    • US4537527A
    • 1985-08-27
    • US383167
    • 1982-05-28
    • Mauno O. JuholaMatti Numminen
    • Mauno O. JuholaMatti Numminen
    • E02B11/02E02D3/10E02B11/00
    • E02D3/103
    • Apparatus for providing a vertical drain in the soil, comprising a push tube to be pushed into the soil and which carries within it a prefabricated drain, provided with an anchor on the lower end, said prefabricated drain remaining in its place with the aid of an anchor while the push tube is being pulled back upwards. The push tube carries within itself a cut-off device at its lower end for the prefabricated drain, cutting it at desired height. Thereafter, the push tube is, if needed, lifted up for another anchor to be affixed to the lower end of the prefabricated drain. The object of the invention is to achieve that the prefabricated drain that has been cut off inside the push tube is pushed out from the lower end of the push tube. As taught by the invention, the push tube carries inside itself above the cut-off device pushing members which are located on both sides of the prefabricated drain and press the prefabricated drain between themselves with the aid of operating member and move it downwards so that the lower end of the prefabricated drain will project below the lower end of the push tube for another anchor to be affixed to the lower end of the prefabricated drain.
    • 用于在土壤中提供垂直排水的装置,包括被推入土壤中的推管,其内装有预制排水管,在下端设有锚,所述预制排水管借助于 当推管被向上拉回时,锚固器。 推管本身在其下端装有一个截止装置,用于预制排水管,将其切割成所需的高度。 此后,如果需要,推管被提升以用于另一个锚固件固定到预制排水管的下端。 本发明的目的是实现在推管内切断的预制排水管从推管的下端被推出。 如本发明所教导的那样,推管内部将内部自身置于位于预制排水管两侧的切断装置推动构件的上方,借助于操作构件将它们在它们之间按压预制排水并向下移动, 预制排水管的下端将突出在推管的下端下方,另一锚固件固定在预制排水管的下端。
    • 10. 发明授权
    • Public works machine usable more particularly for laying vertical drains
    • 公共工作机器特别适用于垂直排水
    • US5145279A
    • 1992-09-08
    • US566444
    • 1990-08-24
    • Gerard LarcheronYves Legendre
    • Gerard LarcheronYves Legendre
    • E02B11/02E02D3/10E02D13/04
    • E02D13/04E02D3/103
    • A public works machine is disclosed usable particularly for laying vertical artificial drains, of the type comprising a carrier frame, a tool carrying mobile assembly and means fast with the frame for vertically guiding the mobile assembly, characterized in that said mobile assembly (28) comprises a plurality of penetrating tools (34, 134, 234, 334) in particular for simultaneously laying several drains, and in that said guide means comprise a plurality of guide paths with vertical extension (38, 138, 238, 338). Advantageously, the guide paths are formed by suitably stretched cables.
    • PCT No.PCT / FR89 / 00658 Sec。 371日期1990年08月24日 102(e)日期1990年8月24日PCT 1989年12月18日PCT PCT。 出版物WO90 / 07611 1990年7月12日公开的公开工程机器被公开可用,特别用于铺设垂直人造排水沟,其类型包括承载框架,携带移动组件的工具,以及用于垂直引导移动组件的框架快速装置,其特征在于 所述移动组件(28)包括多个穿透工具(34,134,234,334),特别是用于同时铺设多个排水沟,并且所述导向装置包括多个具有垂直延伸部(38,138,238) ,338)。 有利地,引导路径由适当拉伸的电缆形成。