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    • 1. 发明公开
    • SOIL DENSIFICATION SYSTEM AND METHOD
    • 土壤压实系统和方法
    • EP2929093A4
    • 2016-09-07
    • EP13852176
    • 2013-11-05
    • GEOPIER FOUNDATION CO INC
    • GREEN RUSSELL AWISSMANN KORD JVERDIN JOHN
    • E02D3/12E02D3/02
    • E02D3/12E02B11/005E02D3/00E02D3/02E02D2250/003E02D2300/0003E02D2300/002E02D2300/0079E02D2600/40
    • A soil densification system and method is disclosed. The presently disclosed soil densification system includes an air delivery probe or pipe that can be driven or otherwise installed into a soil mass. An inlet of the air delivery probe is supplied by an air compressor and an air storage tank, which are used for the rapid delivery of air impulses or bursts into the air delivery probe, whereas the air impulses or bursts are expelled out of an outlet of the air delivery probe and into the soil mass. The method of using the presently disclosed soil densification system includes the steps of inserting the end of the air delivery probe into the soil mass to any desired depth and then releasing an impulse or burst of air into the soil mass, thereby forming a densified region in the soil mass via the forces of the air impulse.
    • 公开了一种土壤致密化系统和方法。 目前公开的土壤致密化系统包括可以驱动或以其他方式安装到土壤块中的空气输送探针或管道。 空气输送探针的入口由空气压缩机和空气储存箱供应,空气压缩机和空气储存箱用于将空气脉冲或爆裂物快速传送到空气传送探针中,而空气脉冲或爆发被排出出 送风探头进入土体。 使用本公开的土壤致密化系统的方法包括以下步骤:将空气输送探针的末端插入土壤块中至任何所需的深度,然后将空气的脉冲或爆裂释放到土壤块中,从而形成致密区域 土质通过空气冲动的力量。
    • 7. 发明公开
    • Box-like drainage element
    • KastenförmigesVersickerungselement
    • EP1887145A1
    • 2008-02-13
    • EP07252927.4
    • 2007-07-24
    • Polypipe Civils Limited
    • Ramella, Suart Edward Alan
    • E02B11/00E03F1/00
    • E02B11/005E03F1/005
    • A box-like drainage element (1) for a ground water handling system is provided, comprising a body (2) defined by perforated boundary walls (3,4) upstanding from a perforated base (6) and an open top (7), there being a plurality of discrete connector members (8) rising from the base (5) towards the open top (7), and a closure device (9) in the form of a lid having means (10) adapted for releasable interengagement with the connector members (8).
      The box-like drainage element (1) may be used within a ground water handling system.
    • 提供了一种用于地下水处理系统的盒状排水元件(1),其包括由穿孔基部(6)和开口顶部(7)直立的穿孔边界壁(3,4)限定的主体(2) 存在从基部(5)朝向开口顶部(7)上升的多个分立的连接器构件(8),以及具有盖子形式的闭合装置(9),该闭合装置具有适于与所述开口顶部(7)可释放地相互接合的装置 连接器构件(8)。 箱状排水元件(1)可以在地下水处理系统内使用。
    • 8. 发明授权
    • Infiltration block
    • 渗透块
    • EP1607535B1
    • 2007-10-17
    • EP05075605.5
    • 2005-03-11
    • WAVIN B.V.
    • Roelfsema, Marcel
    • E03F1/00
    • E02B11/005B29C45/33E02B11/00E03F1/005Y02A10/33Y02A20/408
    • The present invention concerns a plastics infiltration block adapted for combining multiple infiltration blocks into an underground construction for infiltration or attenuation purposes. The infiltration block has an essentially rectangular parallelepipedal body having pairs of opposed first, second and third faces. Through the infiltration block at least one inspection channel extends, with inspection channel openings positioned in opposed third faces of the infiltration block. The area of each inspection channel opening is at least 10% of the size of the area of the third face in which it is positioned. The infiltration block comprises a single infiltration block element or multiple couple infiltration block elements, wherein one or more inspection channel sections of the one or more inspection channels are delimited by a single or multiple coupled infiltration block elements. At least one infiltration block element is of a one-part plastic construction having an essentially rectangular parallelepipedal body with side body parts essentially on opposite sides of the one or more inspection channel sections, and with at least one intermediate body part situated between the side body parts. Side body parts form the first faces of the infiltration block and intermediate body parts form second faces of the infiltration block. The side body parts and one or more intermediate body parts of said one-part plastic construction infiltration block element are essentially formed by a grid of duct walls, which duct walls form essentially parallel ducts extending between each first face and the one or more inspection channels of the infiltration block element, and between each second face and the one or more inspection channels of the infiltration block element. The total area covered by the one or more inspection channel openings is at least half of the size of the area of the third face of the infiltration block in which this one or more inspection channel openings are positioned.
    • 9. 发明公开
    • Verfahren und Vorrichtung zum unterflurigen Verlegen von Membranschläuchen
    • Verfahren und Vorrichtung zum unterflurigen Verlegen vonMembranschläuchen
    • EP1811218A1
    • 2007-07-25
    • EP07001288.5
    • 2007-01-22
    • Kneussle, Winfried
    • Kneussle, Winfried
    • F16L1/032A01G25/06E02B11/00E02F5/10
    • E02F5/08E02B11/005E02F5/101E02F5/104F16L1/032
    • Es wird ein Verfahren zum unterflurigen Verlegen eines Membranschlauches (12) vorgeschlagen, wie es in vorteilhafter Weise für die Installation eines OSMO-DRAIN ® -Systems anwendbar ist. Das Verfahren umfasst die Schritte des Schneidens eines oder mehrerer paralleler Schlitze(s) (46) in den Boden mit einer Tiefe von mindestens der Einbautiefe des Membranschlauches (12) und einer Breite kleiner oder gleich dem Durchmesser des Membranschlauches (12) unter gleichzeitiger Lockerung des Erdreichs zumindest im Einbautiefenbereich des Membranschlauches durch eine wechselweise Querbewegung des Erdreichs; des Aufweitens des/der geschnittenen Schlitze(s) (46) auf eine Breite von wenigstens dem Durchmesser des Membranschlauches; und des Einlegens jeweils eines Membranschlauches (12) in den/die aufgeweiteten Schlitz(e) (46).
    • 该方法包括在柔性管(12)的安装深度和在柔性管的安装区域中的同时松动土壤的同时小于或等于柔性管的直径的平面上切割平行的槽(46) 通过土壤的交替横向移动。 狭槽以柔性管的直径的宽度膨胀。 柔性管插入槽中。 管铺设以形成具有植被层(10)的表面,使得表面具有浇水,通风和施肥的功能。 还包括用于铺设用于产生具有植被层的表面的膜管的装置的独立权利要求。