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    • 1. 发明专利
    • Infiltration block
    • JP4722127B2
    • 2011-07-13
    • JP2007515824
    • 2005-06-06
    • ヴァーフィン ベー. フェー.
    • マルセル ロエルフセマ
    • E03F1/00E02B11/00
    • 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.
    • 4. 发明专利
    • Formation of ground surface for vegetation of turf and the like
    • 形成土壤和地表植被的地表
    • JPS59134219A
    • 1984-08-01
    • JP656983
    • 1983-01-20
    • Toyo Green Kk
    • YANAGI HISASHI
    • E02B13/00E02B11/00
    • E02B11/00
    • PURPOSE:To uniformly dry the soil for vegetation by ensuring the draining of even ground having bad draining efficiency by a method in which subtrenches are branched from the main trench of culvert type, and a water-collecting part is set in the sub-trenches connectedly to water collecting tubes in the main trench. CONSTITUTION:The main trench 2 is excavated from a high land to a low land by a trencher in the ground 1, and in the same way, subtrenches 3 are branched to form a housing trench 4 of a planar rib form. Vertical holes 5 are drilled in the crossing places between the main trench 2 and the subtrenches 3, and a water-collecting part 6 is inserted into the vertical holes 5. A perforated water- collecting tube 9 is set in the main trench 2 of the housing trench 4, and water- collecting tubes 10 as water-collecting parts are also set in the subtrenhes 3. Excessive water in the ground 1 is collected in the tubes 10 in the subtrenches 3 and also in the tubes 9 in the main trench 2 and then discharged from high land to low land. Water remaining on the surface of the soil 11 for vegetation is further collected in the water-collecting part 6 in the vertical holes 5 and drained.
    • 目的:通过一种从涵洞主沟分支的方法,确保排水效率不佳的均匀地面排水,均匀地干燥土壤,并将集水部分连接在子沟槽中 到主要沟渠中的集水管。 构成:主沟2通过地面1的挖沟机从高地被挖掘到低地,同样地,分沟3被分支形成平面肋状的壳体沟槽4。 垂直孔5在主沟槽2和底座3之间的交叉处被钻孔,并且集水部分6插入垂直孔5中。多孔集水管9设置在主沟槽2的主沟槽2中 壳体沟槽4和作为集水部分的集水管10也设置在子集3中。接地1中的过多的水被收集在子管3中的管10中以及主沟槽2中的管9中 然后从高地出租到低地。 残留在用于植被的土壤11的表面上的水进一步收集在垂直孔5中的集水部分6中并排出。
    • 7. 发明专利
    • Drain filter for prevention of run-off soil
    • 排水过滤器,用于防止土地流失
    • JPS6140915A
    • 1986-02-27
    • JP16403184
    • 1984-08-03
    • Masami Nyuraiin
    • NYURAIIN MASAMI
    • B01D29/00E02B11/00E02D29/02E03F1/00
    • E02B11/00
    • PURPOSE:To exactly fix a filter to the inside of a water hole by a method in which a fitting portion directed toward the passing direction of water is erectly provided near one end portion of a plate filter with plural filter holes in an annular form. CONSTITUTION:In a drain filter 1 consisting of a synthetic resin plate filter 2 and a cylindrical fitting part 3, many filter holes 4 are formed in the whole face of the filter 2, a rib 5 is formed on the periphery of the filter 2, and paired coupling springs 8 are formed at the center of both sides. The filter 1 is attached to a water hole 9 by fitting the filter 2 into the water collecting portion 10 of the U-shaped groove block and also by fitting the fitting part 3 into the water conveyance portion 11. Since the portion 3 is pressingly coupled with the inner surface of the water conveyance portion 11 and the coupling spring 8 is pressingly coupled with the inner surface of the water collecting portion 10, the filter 1 can be strongly fixed to the inner surface of the water hole 9.
    • 目的:通过以下方法将过滤器精确地固定到水孔内部,其中在具有多个环形过滤孔的板式过滤器的一端部附近竖立设置朝向水流方向的嵌合部分。 构成:在由合成树脂板过滤器2和圆筒形嵌合部3构成的排水过滤器1中,在过滤器2的整个面上形成有许多过滤孔4,在过滤器2的周围形成有肋5, 并且成对的联接弹簧8形成在两侧的中心。 过滤器1通过将过滤器2装配到U形槽块的集水部10中并且将嵌合部3装配到水输送部11中而附接到水孔9。由于部分3被压接 水输送部11的内表面和联接弹簧8与集水部10的内表面紧密结合,能够将过滤器1牢固地固定在水孔9的内表面。
    • 8. 发明专利
    • Shutting-off device for underground seepage water from river, lake and the like
    • 从河流,湖泊和类似地下水的切割装置
    • JPS60192016A
    • 1985-09-30
    • JP4493184
    • 1984-03-09
    • Fujitagumi:Kk
    • FUJITA AKIHISA
    • E02B3/12E02B11/00E02D3/10E02D19/12
    • E02B11/00
    • PURPOSE:To shut off underground seepage water, by a method wherein a drainage pipe, installed to the bottom of a drainage ditch, is covered with a permeable covering substance, a permeable layer is formed throughout the total surface of the side wall, such as embarkment side, levee side of the drainage ditch, and after the permeable layer is covered with an impermeable film, the drainage ditch is back filled. CONSTITUTION:A drainage pipe 2 is installed on the bottom of a drainage ditch 1 excavated under the cultivating land B side of levee C, and the drainage pipe 2 is covered with a permeable covering substance 3 such as foaming synthetic resin, straw, etc. A permeable layer 4, similar to the covering substance 3, is laid throughout the total surface of the side wall on the levee C side of the drainage ditch 1, and after the surface of the permeable layer 4 is covered with an impermeable film 5 consisting of a plate material made of soft synthetic resin or rubber, the drainage ditch 1 is back filled. This enables seepage water to be guided to the drainage pipe 1 by means of the permeable layer 4 in a condition in which penetration of underground seepage water, penetrating through the levee C from river or lake and ozzing out to a face C1 of slope, into a cultivated land B, is shut off by means of the impermeable film 5.
    • 目的:为了关闭地下渗漏水,通过一种方法,其中安装在排水沟底部的排水管被可渗透的覆盖物覆盖,在侧壁的整个表面上形成可渗透层,例如 排水侧,排水沟的堤坝一侧,渗透层被不透水膜覆盖后,排水沟回填。 构成:排水管2安装在挖掘在堤坝C的耕地B侧的排水沟1的底部,排水管2被可渗透的覆盖物质3覆盖,例如发泡合成树脂,秸秆等。 在排水沟1的堤坝C侧的侧壁的整个表面上铺设类似于覆盖物质3的可渗透层4,并且在渗透层4的表面被不透水膜5覆盖之后 由软质合成树脂或橡胶制成的板材,排水沟1被填充。 这样,渗透水可以通过渗透层4被引导到排水管1,在穿过堤坝C从河流或湖泊喷出的地下渗水渗透到斜坡的面C1上的情况下, 一个耕地B,通过不渗透膜5关闭。
    • 9. 发明专利
    • Water drain device
    • 水排水装置
    • JPS58199917A
    • 1983-11-21
    • JP8240082
    • 1982-05-18
    • Pioneer Sangyo Kk
    • KUMAGAI SHIGETO
    • E02B11/00E02D3/10
    • E02B11/00
    • PURPOSE:To prevent the overdrying of the surrounding ground of a water drain device by a method in which supporting walls are provided downwardly on both sides of a drain pipe, horizontal plates are provided between the lower ends of the supporting walls to form spaces, and water under the ground is stored in the spaces and oozes into the ground during a dry season. CONSTITUTION:Plural water conducting plates 1-3 are connected in such a way that slit-shaped small apertures are radially formed between their inner edges, and pipes 6 with opened upper parts fixed with a rib 14 under such a condition that small apertures 5 are formed below the left and right-handed water conducting plates 2 and 3 to make up a water drain device 7. In setting the water drain device 7 under the ground, the horizontal plates 16 and 17 at the lower parts of a supporting wall 15 formed downwardly from left and right- handed both sides of the pipe 6 are placed on a sand layer 23 and buried. Water under the ground is discharged through the water conducting pipe 6 and part of the water is stored in the spaces 26 through the apertures 18. When the surrounding ground is dried, the water penetrates the ground through the apertures 18 to prevent the overdrying of the surface layer 25 of the ground.
    • 目的:为了防止排水装置的周围地面的过度干燥,通过在排水管的两侧向下设置支撑壁的方法,在支撑壁的下端之间设置水平板以形成空间,并且 地下水被储存在空间中,并在旱季渗入地下。 构成:多个导水板1-3以这样的方式连接,使得狭缝状的小孔在它们的内边缘之间径向形成,而具有敞开的上部部分的管6被固定有肋14,条件是小孔5是 形成在左右导水板2和3下方以构成排水装置7.在将排水装置7设置在地下时,在支撑壁15的下部形成水平板16和17 从管道6的左右两侧向下方放置在砂层23上并埋设。 地面下的水通过导水管6排出,部分水通过孔18储存在空间26中。当周围地面被干燥时,水通过孔18渗入地面,以防止过度干燥 地表25。