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1. 发明专利

JPH0841973A RAINWATER STORAGE DEVICE UTILIZING STEEL-PIPE COLUMN ROW EARTH RETAINING WALL 失效
公开(公告)号：JPH0841973A
公开(公告)日：1996-02-13
申请号：JP20022594
申请日：1994-08-02
申请人： KUBOTA KK , KAJIMA CORP
发明人： SAKAMOTO NOBUO , KAKIMOTO RYUJI , NISHIMURA SHINJI , NAKAGAWA TAKASHI , KANEKO CHIAKI , SUGANO HIROMICHI , TAKAHASHI TAKASHI , TANAKA HIDEO , SAGARA NORIYASU , IZUMIYAMA HIROO , HANAMURA MASAHIKO , NEZUKA TOSHIO
IPC分类号： E02D5/04 , C02F1/00 , E02D5/28 , E03B3/03 , E03B11/14 , E03F1/00 , E03F5/18
摘要： PURPOSE:To utilize a steel-pipe column row earth retaining wall as a rainwater storage tank. CONSTITUTION:Utilizing the steel pipes of a steel-pipe column row earth retaining wall constructed and buried at the time of constructing a building, the lower ends of the required number of steel pipes 1a-1n are closed by bottom plates 4, and the steel pipes are communicated with one another by a flow pipe 5 and communicating pipes 6. Rainwater inflow pipes 12, 13 are made face the steel pipe 1a at the starting end, and the steel pipe 1a is provided with a sludge pump 8 so as to be able to discharge settling sand. The steel pipe in at the terminal end is provided with an overflow pipe 14 to enable outflow to a sewarage and also provided with a pumping-up pump 15 to enable the use of storage water.

2. 发明专利

JPH0841972A DRAINAGE PURIFYING STORAGE DEVICE UTILIZING STEEL-PIPE COLUMN ROW EARTH RETAINING WALL 失效
公开(公告)号：JPH0841972A
公开(公告)日：1996-02-13
申请号：JP20022294
申请日：1994-08-02
申请人： KUBOTA KK , KAJIMA CORP
发明人： SAKAMOTO NOBUO , KAKIMOTO RYUJI , NISHIMURA SHINJI , NAKAGAWA TAKASHI , KANEKO CHIAKI , SUGANO HIROMICHI , TAKAHASHI TAKASHI , TANAKA HIDEO , SAGARA NORIYASU , IZUMIYAMA HIROO , HANAMURA MASAHIKO , NEZUKA TOSHIO
IPC分类号： E02D5/04 , C02F1/00 , E03F5/18
摘要： PURPOSE:To perform the purifying treatment of sewage water and the use of purified water consistently at low cost by using steel pipes in a steel-pipe column row earth retaining wall constructed in the ground adjacent to a building, as a sewage tank and a water tank. CONSTITUTION:Steel pipes 1a-1d, 1h-1j in a steel-pipe column row earth retaining wall constructed in the ground adjacent to a building are formed into the bottomed state by the required number and also communicated with one another to form a sewage tank group C and treated water tank group D. Sewage water from an excreta inflow pipe 15 and sewage water drain pipe 16 is made flow into the steel pipe 1a at the starting end of the sewage tank C. A draw-out pump 18 is then driven to draw out the sewage water from the steel pipe 1d at the terminal end of the sewage tank group C through a takeout pipe 19 and to feed the sewage water to a sewage purifying treatment device E for purification. Purified water is made flow into the steel pipe 1h at the starting end of the treated water tank group D through a inflow pipe 27. A pumping-up pump 20 is then driven to feed the purified water to a feed water tank or the like from the steel pipe 1j at the terminal end of the treated water tank group D by a conveying pipe 21.

3. 发明专利

JPH0841867A VERTICAL SHAFT FOR BUILDING EQUIPMENT USING STEEL PIPE COLUMN EARTH RETAINING WALL 失效
公开(公告)号：JPH0841867A
公开(公告)日：1996-02-13
申请号：JP20022494
申请日：1994-08-02
申请人： KUBOTA KK , KAJIMA CORP
发明人： SAKAMOTO NOBUO , KAKIMOTO RYUJI , NISHIMURA SHINJI , NAKAGAWA TAKASHI , KANEKO CHIAKI , SUGANO HIROMICHI , TAKAHASHI TAKASHI , TANAKA HIDEO , SAGARA NORIYASU , IZUMIYAMA HIROO , HANAMURA MASAHIKO , NEZUKA TOSHIO
IPC分类号： E02D5/04 , E04F17/08
摘要： PURPOSE:To use steel pipes for a steel pipe column earth retaining wall to form a vertical shaft for a duct or piping. CONSTITUTION:Steel pipes for a steel pipe column strip earth retaining wall A constructed and embeded in the case a structure is constructed are used, a required steel pipe 1a among them is formed in a hollow shape, at the same time, a flange 5 is provided to the upper end thereof, and a branch pipe 6 is projected from the side thereof. A plurality of piping units to which branch pipes 16 are provided projectingly from pipe bodies 11 are vertically added to the steel pipe 1a to form a vertical shaft. The inside of the vertical shaft is used for a duct for air-conditioning, or pipes for water supply and drainage, gas, electricity, etc., or cables are stored therein, and they are connected to pipes and equipments for every floor through the branch pipes 6 and 16.

4. 发明专利

JP2592505B2 失效
公开(公告)号：JP2592505B2
公开(公告)日：1997-03-19
申请号：JP24660788
申请日：1988-09-29
申请人： KUBOTA KK
发明人： NISHIMURA SHINJI
IPC分类号： E02D7/00 , E02D13/00

5. 发明专利

JPH03286024A SINKING CONSTRUCTION BY HOLLOW PILE SUCH AS STEEL PIPE PILE AND THE LIKE 失效
公开(公告)号：JPH03286024A
公开(公告)日：1991-12-17
申请号：JP8551390
申请日：1990-03-30
申请人： KUBOTA KK
发明人： NISHIMURA SHINJI
IPC分类号： E02D7/20
摘要： PURPOSE:To obtain large tip supporting force by inserting a weight body into a pile, sinking the weight body by its weight while compressing in-pile soil, and closing the hollow pile tip part by the compressed in-pile soil. CONSTITUTION:A steel pipe pile 1 is supported upright on the ground and is forcibly sunk into the ground, by applying blows ant pressure to the top of the pile 1 or by using a rotary pressure insertion device, for construction. In order to apply a pressure load to in-pile soil 2, a weight body 3 is inserted into the pile 1. After the lower end of the pile 1 is sunk up to a hard stratum 5 in prescribed depth, the weight body 3 is lifted up with a rope 4 and recovered to finish the sinking construction. After that, concrete 6 is cast in the pile 1 for a weight. A large tip supporting force is thus obtainable by the compressive action on the in-pile soil 2 by the weight body 3 inserted into the pile 1, even in the sinking construction of the pile 1 with a large diameter.

6. 发明专利

JPH03103534A COUNTERMEASURE STRUCTURE FOR LIQUEFACTION OF BUILDING 失效
公开(公告)号：JPH03103534A
公开(公告)日：1991-04-30
申请号：JP23881589
申请日：1989-09-14
申请人： KUBOTA KK
发明人： NISHIMURA SHINJI
IPC分类号： E02D5/28 , E02D27/34
摘要： PURPOSE:To control a liquefied phenomenon in the event of an earthquake to stabilize the subsoil by providing an underground wall used as a retaining wall by connecting steel pipes penetrated into a hard subsoil continuously and, at the same time, holding the upper part of the underground wall and a building together as a unit. CONSTITUTION:Steel pipes 8 are driven up to a hard bed 4 in the subsoil 1 around a building 5 to be constructed by continuously connecting them, and an underground wall 7 used as a retaining wall is provided. A driven depth lto the bed 4 increases more than five times as long as a steel pipe diameter (d). After that, a circumferential wall 10 of a building 5 constructed on the foundation piles 6 and the upper parts of the steel pipes forming the underground wall 7 are held together as a unit through studs 11. Then, a construction subsoil of the building 5 is separated from an outside liquefaction dangerous layer 3 through the underground wall 7, and the shearing deformation in the inside subsoil of the underground wall 7 is prevented. According to the constitution, a liquefied phenomenon in the event of an earthquake can be efficiently controlled.

7. 发明专利

JPH03103536A STEEL PIPE CONTINUOUS UNDERGROUND WALL FOUNDATION 失效
公开(公告)号：JPH03103536A
公开(公告)日：1991-04-30
申请号：JP23881789
申请日：1989-09-14
申请人： KUBOTA KK
发明人： NISHIMURA SHINJI
IPC分类号： E02D5/28 , E02D5/04 , E02D27/34
摘要： PURPOSE:To increase the horizontal resistance force of steel pipes by driving continuously the steel pipes into the subsoil around a construction, providing an underground wall using as a retaining wall and, at the same time, providing a plate-thickness increasing section with a required length to a position bringing into contact with the lower end of the construction. CONSTITUTION:Steel pipes 4 are continuously driven around a construction 1, and an underground wall 3 using as a retaining wall is provided. In the event of an earthquake, in the subsoil including a layer incurring the danger of liquefaction, the steel pipes 4 are driven up to a hard subsoil crossing the layer. After that, a plate-thickness increasing section 10 is provided to steel pipes 4 over the required length from a position bringing into contact with the lower end of the construction 1 placed on the foundation pile 2. In addition, the lower part of the construction 1 is joined with the upper part of the steel pipes 4 together as a unit through studs 7. According to the constitution, the underground wall having excellent earthquake resistance can be obtained.

8. 发明专利

JPH03103535A COUNTERMEASURE STRUCTURE FOR LIQUEFACTION OF BUILDING 失效
公开(公告)号：JPH03103535A
公开(公告)日：1991-04-30
申请号：JP23881689
申请日：1989-09-14
申请人： KUBOTA KK
发明人： NISHIMURA SHINJI
IPC分类号： E02D5/46 , E02D5/50 , E02D27/34 , E02D31/10
摘要： PURPOSE:To control a liquefied phenomenon and to stabilize the subsoil by loading a soil cement layer to the outside of an underground wall consisting of steel pipes driven up to a hard bed in the subsoil around a building and, at the same time, filling the insides of the steel pipes with cement. CONSTITUTION:Steel pipes 8 are driven in succession up to a hard bed 4 in the subsoil 1 around a building 5 to be constructed, and an underground wall 7 used as a retaining wall is provided. After that, a soil cement layer 10 is loaded to the outside of the underground wall 7 and, at the same time, the inside of each steel pipe 18 is filled with soil cement 11. Then, a circumferential wall 14 of the building 5 constructed on the foundation piles 6 and the upper parts of the steel pipes 8 are held together as a unit through studs 14. The subsoil of the building 5 is separated from an outside liquefaction dangerous layer 3 through the underground wall 7, and the shearing deformation in the inside subsoil is prevented. According to the constitution, the constructed subsoil can be stabilized.

9. 发明专利

JP2882598B2 失效
公开(公告)号：JP2882598B2
公开(公告)日：1999-04-12
申请号：JP20022594
申请日：1994-08-02
申请人： KUBOTA KK , KAJIMA KENSETSU KK
发明人： SAKAMOTO NOBUO , KAKIMOTO RYUJI , NISHIMURA SHINJI , NAKAGAWA TAKASHI , KANEKO CHIAKI , SUGANO HIROMICHI , TAKAHASHI TAKASHI , TANAKA HIDEO , SAGARA NORYASU , IZUMYAMA HIROO , HANAMURA MASAHIKO , NEZUKA TOSHIO
IPC分类号： E02D5/04 , C02F1/00 , E02D5/28 , E03B3/03 , E03B11/14 , E03F1/00 , E03F5/18

10. 发明专利

JP2516475B2 失效
公开(公告)号：JP2516475B2
公开(公告)日：1996-07-24
申请号：JP30906890
申请日：1990-11-15
申请人： KUBOTA KK
发明人： NISHIMURA SHINJI
IPC分类号： E02D5/28 , E02D5/56 , E02D7/22

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