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    • 4. 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.
    • 6. 发明专利
    • Concrete placement work by stabilizer liquid method
    • 混凝土浇筑工艺采用稳定剂液体法
    • JPS59154216A
    • 1984-09-03
    • JP2719283
    • 1983-02-21
    • Kajima Corp
    • YAMAMOTO HIROYUKIMAEKAWA YUKIMASANAKANO MASAYUKIMATSUI NOBUYUKIFUJISAKI KUNIYAIMADATE FUMIO
    • E02D5/18
    • E02D5/18
    • PURPOSE:To improve the bonding between a steel part and concrete by a method in which current is flowed between an anode inserted into a stabilizer liquid and a custom-made steel part as a cathode immediately before the placement of concrete and clay particles adhered to the steel part are removed. CONSTITUTION:An iron bar cage 5 is set in an excavated trench 1, and then an electrode 7 is inserted into the cage 5 immediately before the placement of concrete. The electrode 7 is connected to the plus side of an external DC power source device 8 and a partition iron plate 3 and cross bars 4 are connected to the minus side of the power source device 8. Current of 5A/m or more is then flowed between both the electrodes so that clay particles adhered to the iron plate 3 and the cross bars 4 are separated due to the formation of the film of water as a diaphragm between iron bars 3 and the cross bars 4. Afterwards, concrete is placed and hardened.
    • 目的:通过在将混凝土和粘土颗粒粘附到其上之前将电极在插入稳定剂液体的阳极和作为阴极的定制钢部件之间的电流流动的方法来改善钢部件和混凝土之间的接合 钢部件被拆除。 构成:在挖掘的沟槽1中设置铁杆笼5,然后在放置混凝土之前将电极7插入到笼5中。 电极7与外部直流电源装置8的正面连接,分隔铁板3和横杆4与电源装置8的负侧连接。5A / m 2以上的电流 然后在两个电极之间流动,使得粘附到铁板3和横杆4上的粘土颗粒由于在铁棒3和横杆4之间形成隔膜而形成水分膜。之后,混凝土是 放置和硬化。
    • 8. 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.