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    • 1. 发明专利
    • DREDGING AND RECLAMATION WORK
    • JPS5655613A
    • 1981-05-16
    • JP13157979
    • 1979-10-12
    • KAJIMA CORPSUMITOMO METAL MINING CO
    • FUJISAKI KUNIYATANAKA TAKESHINAKANISHI MUNEOKOBAYASHI ISAOKATSUTA MINORUNAGAO JIYUNJIFUKUDA KENICHI
    • E02B3/18
    • PURPOSE:To permit the work of highly dense reclamation by a procedure in which dredged soil and sand with excessive water are delivered to a reclamation site, the excessive water in the form of supernatant water is discharged by overflowing it over a water-collecting sluice of a length corresponding to less than a given value of overflowing load, and then the soil and sand are settled for reclamation. CONSTITUTION:A reclamation site 2 is surrounded by a concrete revetment and a soil dam 4, and its circumference is provided with a transportation pipe 5 through which soil and sand with excessive sea water, dredged by a pump dredger, are flowed. Also, the reclamation site 2 is provided with a partition wall 7 made of canvas to divide the site into two, and a coagulating sedimentation basin 9 is provided in one, on the opposite side of the discharge port 6 of the transportation pipe 5, of the reclamation site divided into two sections by the partition wall 7. The sedimentation basin 9 is provided with the first water collection sluice 10 through which the supernatant water of the dredged excessive water in the reclamation site 2 is overflowed and the second water collection sluice 11 through which the supernatant water in the sedimentation basin 9 is overflowed along the revetment 3. In this case, the lengths of both the water collection sluices 10 and 11 are set up to such an extent that the overflowing load of the supernatant water is 50m / m.hr or less.
    • 2. 发明专利
    • RECLAMATION WORK
    • JPS57169114A
    • 1982-10-18
    • JP2334681
    • 1981-02-19
    • KAJIMA CORPSUMITOMO METAL MINING CO
    • FUJISAKI KUNIYATANAKA TAKESHINAKANISHI MUNEOKOBAYASHI ISAOKATSUTA MINORUNAGAYA JIYUNJIFUKUDA KENICHI
    • E02B3/18
    • PURPOSE:To effectively clean excess water discharged to the outside of a reclamation site area for preventing the pollution of water in and around rhe reclamation site by a method in which supernatant water is discharged by overflowing it in a water collection dam of a length enough to make an overflowing load 50m /m.hr or less. CONSTITUTION:Dredged soil and sand mixed with the sea water coming into a reclamation site 2 is natually separated by settlement, and the excess water as the supernatant water is directed into an excess water trench 13 by overflowing cross the first water collection dam 10 (an overflowing load of 50m /m.hr or less) and then sent through a communication trench 14 into a settlement basin (a surface load of 0.31m /m .hr or less an average flow rate of 16cm/min or less), where the water is subjected to a settlement treatment. The supernatant water overflows cross the second water collection dam 11 (an overflowing load of 50m /m hr or less) and then is discharged from an outlet port 12 into the sea 1. To promote the settlement of suspended substances in the settlement basin 9, a baffle plate 15 and rectifying canvases 16 and 17 are provided to accelerate the formation of flocs.
    • 3. 发明专利
    • WASTE DISPOSAL PLANT
    • JPH0775765A
    • 1995-03-20
    • JP22339493
    • 1993-09-08
    • KAJIMA CORP
    • URA MITSUHIKOKOBAYASHI ISAO
    • B09B1/00E02D3/00
    • PURPOSE:To immediately specify, repair and restore the damaged point of an upper water shielding sheet even if this sheet is damaged and water leakage arises by partitioning a water permeable layer with water shielding walls to divide this layer to plural blocks and independently providing these blocks with water drain pipes by each block. CONSTITUTION:The upper water shielding sheet 1A and a lower water shielding sheet 1B are laid over the entire surface of the base of the disposal plant formed to a rectangular shape. The water permeable sheet 7 composed of sand is packed into the spacing between both water permeable sheets 1. This water permeable layer 7 is provided therein with the water shielding walls 2B composed of viscous soil vertically and horizontally to divide the base of the disposal plant to the plural blocks 4-1...4-8. Further, these blocks 41 to 4-8 are independently installed with the drain pipes 3-1... elongating and opening to a water collecting pit 5 respectively. The failed point is then limited to a narrow range. This point is covered with the soil to prevent the generation and outflow of the water leakage.
    • 4. 发明专利
    • MICROBE-CARRIER FOR FLOATING BED
    • JPH08117782A
    • 1996-05-14
    • JP25582594
    • 1994-10-20
    • KAJIMA CORP
    • KOBAYASHI ISAOSHINDO YOSHIHISAAMEMORI SHIZUTOSHI
    • C02F3/08C02F3/10
    • PURPOSE: To make a structure simple and enable mass production to be carried out at low cost by binding many flexible ring-like forms of synthetic resin at a specified position into an elastic string-like filter medium and constituting a microbe carrier for a floating bed of the filter medium. CONSTITUTION: This microbe carrier for a floating bed 1 is composed of an elastic string-like filter medium 6 obtained by binding the part of a flexible ring-like form in the direction crossing with the faces of the ring-like forms of synthetic resin to form the elastic string-like filter medium 6. The elastic string-like filter medium 6 of a specified length is of such a double annular form that both ends of a cut piece replicated into the center of the cut piece. The microbial carrier 1 for the floating bed is submerged into water to be treated in a water treatment tank 2 for batch process. When aerating the water, a gas supplied from a compressed gas source 5 is injected into the water using an aeration/stirring machine 7, and the water is stirred and fluidized by the gas. Consequently, the carrier 1 moves due to this fluidization action, so that microbes carried by the carrier 1 come into contact with the water to achieve water purification. The treated water is discharged through a discharge device 4.
    • 5. 发明专利
    • Removal of iron from waste water in civil engineering works
    • 从公民工程工程中的废水中去除铁
    • JPS59105887A
    • 1984-06-19
    • JP21618582
    • 1982-12-09
    • Kajima Corp
    • KOBAYASHI ISAOABE KICHIYANAKATANI YUKIHIRO
    • C02F1/64
    • PURPOSE: To efficiently remove iron in waste water with simplified equipment, by adding an oxidizing agent to iron-contg. waste water, aerating said waste water, adding a flocculant to it, passing it through an agitatively mixing water channel to flocculate said iron, and then precipitating the iron in a flocculative precipitation basin.
      CONSTITUTION: After an oxidizing agent such as sodium hypochlorite (a) or hydrogen peroxide is added to iron-contg. waste water, the iron-contg. waste water is forcedly oxidized by aeration to form fine ferric hydroxide. Thereafter, an inorganic flocculant (b) such as poly(aluminum chloride) is injected into the waste water, and the waste water is agitated in an agitatively mixing water channel to flocculate ferric hydroxide. Then, a macromolecular flocculant (c) such as kuri Flock EDP-301A is injected, and the waste water is agitated in an agitatively mixing water channel to form bulky flocks. Finally, the flocks are separately precipitated in a precipitation basin, and a supernatant liquid is drained. Since power requiring parts are reduced to the least extent, this method can be easily executed in a site of construction work, and the removal of an iron is facilitated.
      COPYRIGHT: (C)1984,JPO&Japio
    • 目的:用简单的设备有效地去除废水中的铁,通过添加氧化剂进行熨烫。 废水,对废水进行充气,向其中加入絮凝剂,将其通过搅拌混合水通道絮凝所述铁,然后在絮凝沉淀池中沉淀铁。 构成:将一种氧化剂如次氯酸钠(a)或过氧化氢加入铁中。 废水,铁锈。 废水被曝气强制氧化,形成细小的氢氧化铁。 此后,将无机絮凝剂(b)如聚(氯化铝)注入废水中,并在搅拌混合的水通道中搅拌废水以絮凝氢氧化铁。 然后,注入大分子絮凝剂(c)如kuri Flock EDP-301A,并在搅拌混合的水通道中搅拌废水以形成大块羊群。 最后,将鸡群分离沉淀在沉淀池中,排出上清液。 由于功率需求部件被最小化地减少,因此可以容易地在施工作业中进行该方法,便于铁的除去。
    • 6. 发明专利
    • TREATING APPARATUS OF WASTE WATER
    • JPS55165188A
    • 1980-12-23
    • JP7211779
    • 1979-06-08
    • KAJIMA CORPNIPPON SANGYO KIKAI KK
    • KOBAYASHI ISAOAMEMORI SHIZUTOSHISUZUKI KENSUKEKASHIMURA TSUTOMU
    • C02F3/10
    • PURPOSE:To make the maintenance control easy and to improve the treating efficiency, by changing the arrangement density and interval of contact material corresponding to BOD concentration of influent waste water. CONSTITUTION:Clogging of the contact material 7 by the living things film sludge, is prevented by lowering the density of the material 7 by enlarging the inserting arrangement space of the contact material frame 6 or enlarging stretching space of the material 7, because waste water flowing in the first oxidation vessel 1, has a highest BOD concentration. The waste water is sent to the second oxidation vessel 3 after separating the mixed sludge in the first sludge separation vessel 2. BOD concentration is decreased in order of the second oxidation vessel 3 and the third oxidation vessel 5 and the clogging is difficult to happen and then, a high grade treatment is carried out by heightening the density of the material 7 and narrowing the space. Further, the sludge mixed in the waste water, is separated by providing the sludge separation vessel 4 between the second oxidation vessel 3 and the third oxidation vessel 5 when BOD concentration of the original waste water is high.
    • 8. 发明专利
    • TREATMENT OF WASTE WATER
    • JPS5531469A
    • 1980-03-05
    • JP10591278
    • 1978-08-30
    • KAJIMA CORPNIPPON SANGYO KIKAI KK
    • KOBAYASHI ISAONAKATANI YUKIHIROSUZUKI KENSUKEHATANAKA SOU
    • C02F1/52B01D21/01
    • PURPOSE:To treat great amounts of waste water economically with facilities which are easily installable and demountable by providing a number of a specific fence formed into a bamboo blind-like shape with synthetic resin strings in the passage of waste water containing a treating agent. CONSTITUTION:The synthetic resin (e.g., vinylidene chloride) string 11 whose both sides have small continuous rings 10 is attached in great numbers and in parallel to the square framework 9 vertically to manufacture the bamboo blind-like fence 8 with many small apertures. A coagulant is charged from the charger 7 into the muddy water deprived of sand and pebble from the storage tank 1 is flowed through the opened waterway 4 and the overflow outlet 5 into the sedimentation basin 6, during which it is brought into contact with a number of the fences 8 arranged by turning its face upward in the flow direction, by inclining its upper part slightly to the downstream direction, and by touching its lower part to the bottom of the opened waterway 4. When passing through the small apertures of the fence 8, the muddy water is effectively stirred and treated because of its turbulent flow, etc.
    • 9. 发明专利
    • TREATED WATER DISCHARGE DEVICE FOR WASTE WATER TREATMENT VESSEL
    • JPH01148311A
    • 1989-06-09
    • JP30595787
    • 1987-12-04
    • KAJIMA CORP
    • KOBAYASHI ISAOKATO HIROSHIKOIKE KATSUNORIYAMURA KOICHIKODAMA MINORU
    • B01D21/24C02F3/12
    • PURPOSE:To simplify the maintenance of structural members of the title device and to prevent the treated water from becoming turbid by providing a pulling-up mechanism to support the structural members to be higher than the highest water level of the treated water vessel and floating a water collecting trough on the water surface only when the discharge of water is carried out. CONSTITUTION:When the discharge of the treated water is not carried out, the water collecting trough 43 hinged to the supporting arm 41 is supported higher than the highest water level(HWL) by pulling up the supporting arm 41 with the pulling-up mechanism 48 working from the upward position. When the treated water is to be discharged, the supporting arm 41 is disengaged from the pulling-up mechanism 48 and the water collecting trough is floated on the water surface of the treatment vessel 1 by a float 10 so that the water collecting trough 43 is vertically moved according to the vertical movement of water level, and the treated water 2 is discharged upwards by a submerged pump 32 installed to the water collecting trough 43. As a result, the maintenance and the inspection are easy because no structural members are always submerged in the water, and the mixed liquid is not flowed in during aeration and agitation.