专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

71. 发明专利

JPS63596A CUTTER DEVICE FOR SHIELDING EXCAVATOR 失效
公开(公告)号：JPS63596A
公开(公告)日：1988-01-05
申请号：JP14236286
申请日：1986-06-18
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： WATANABE TOSHIO , MIYAZAWA KAZUO , HONDA AKIHIRO , NAKAGAWA TAKAO , ARAI HISAO , TSUCHIYA NOBUHIRO , AZUMA YOJI
IPC分类号： E21D9/087 , E21D9/08

72. 发明专利

JPS62288298A CUTTER DEVICE FOR SHIELD EXCAVATOR 失效
公开(公告)号：JPS62288298A
公开(公告)日：1987-12-15
申请号：JP13114386
申请日：1986-06-06
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： WATANABE TOSHIO , MIYAZAWA KAZUO , HONDA AKIHIRO , NAKAGAWA TAKAO , ARAI HISAO , TSUCHIYA NOBUHIRO , AZUMA YOJI
IPC分类号： E21D9/06 , E21D9/08 , E21D9/087

73. 发明专利

JPS62258096A METHOD OF UNDERGROUND JOINING CONSTRUCTION OF SHIELD-TUNNEL 失效
公开(公告)号：JPS62258096A
公开(公告)日：1987-11-10
申请号：JP10285986
申请日：1986-05-02
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： WATANABE TOSHIO , MIYAZAWA KAZUO , HONDA AKIHIRO , ARAI HISAO , NAKAGAWA TAKAO , AZUMA YOJI
IPC分类号： E21D9/06

74. 发明专利

JP2000230246A SEDIMENT DEHYDRATING DEVICE 失效
公开(公告)号：JP2000230246A
公开(公告)日：2000-08-22
申请号：JP3206099
申请日：1999-02-09
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： WATANABE TOSHIO , NISHIMURA SHINICHI
IPC分类号： E02F7/00 , B01D29/11
摘要： PROBLEM TO BE SOLVED: To perform an efficient dehydration in a simple structure by attachably and detachably locking the upper opening of a tank body for housing sediment to be dehydrated with a sheet body, providing a dehydration pipe having a plurality of holes within the tank, and connecting a negative pressure source to the dehydration pipe to generate a negative pressure in the dehydration pipe. SOLUTION: A flexible vinyl sheet 3 having airtightness to some degree is put on the upper opening 7 of a steel tank 2, and its circumference is fixed to the tank 2 attachably and detachably by use of, for example, an adhesive tape. A plurality of dehydration pipes 4 having a number of holes 4a allowing the communication between the inside and outside such as well point are fixed into the tank 2 by brackets, and one-side ends thereof are connected to external connection hoses 8 through the tank 2. Sponge-like filters 9, for example, are installed to the outside surfaces of the dehydration pipes 4. Sediment D to be dehydrated is put into the tank 2 through the opening 7, the opening 7 is sealed by the sheet 3, and each dehydration pipe 4 is laid in negative pressure by a pump 5 to dehydrate the sediment D.

75. 发明专利

JP2000230229A GROUND IMPROVING METHOD 失效
公开(公告)号：JP2000230229A
公开(公告)日：2000-08-22
申请号：JP3373899
申请日：1999-02-12
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： WATANABE TOSHIO , NISHIMURA SHINICHI , KAWASAKI HIROTAKA
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a ground improving method capable of efficiently discharging the water and air of a clay layer as a subject to ground improvement without giving an adverse effect to a peripheral area for the soft ground containing a stratum forming a water-permeable layer. SOLUTION: In this ground improving method for the soft ground 1 containing a sand layer 3 forming a water-permeable layer, a water- nonpermeable material 4 is placed to a portion located at the sand layer 3, and a drain material 4 fitted with a water-nonpermeable member or coated with a water-nonpermeable liquid is placed in the soft ground 1. Water and air 8 are discharged from a soft clay layer 2 only, not from the sand layer 3, adverse effects such as well exhaustion and ground subsidence are not given to a peripheral area without providing a water stop wall in a ground improvement area, the water and air of a clay layer as a subject to ground improvement can be efficiently discharged, and the soft ground can be quickly improved in a short period.

76. 发明专利

JPH11324562A SHIELD MACHINE AND CONSTRUCTION METHOD OF TUNNEL HAVING LARGE CROSS SECTION BY USE OF THE SAME 失效
公开(公告)号：JPH11324562A
公开(公告)日：1999-11-26
申请号：JP13568298
申请日：1998-05-18
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： WATANABE TOSHIO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a shield machine capable of constructing a part in which a width of a tunnel structural body is changed securely while shortening a construction term and reducing cost and provide a construction method of a tunnel having a large cross section using the shield machine. SOLUTION: A skin plate 23 of a shield machine 20 is constituted by two skin plate split bodies 23A, 23B capable of moving in the direction of its cross section relatively. In a tapered part where a dimension of a cross section of a tunnel structural body 11 is gradually changed, the skin plate split bodies 23A, 23B are mutually and relatively moved to vary a dimension of a cross section of the skin plate 23.

77. 发明专利

JPH10219674A STIRRING SHAFT JOINT PART OF GROUND-IMPROVING EXCAVATOR 失效
公开(公告)号：JPH10219674A
公开(公告)日：1998-08-18
申请号：JP2744697
申请日：1997-02-12
申请人： SHIMIZU CONSTRUCTION CO LTD , MITSUI SHIPBUILDING ENG , JAPAN FOUND ENG
发明人： SHIMIZU KATSUMI , WATANABE TOSHIO , KUSAKARI TAICHI , KAMIMURA KAZUYOSHI , KITAGAWA KAZUNORI , NAKAMURA MASARU , IIDA NOBUO , TAKEISHI MINEYA , KAWAMOTO SATORU
IPC分类号： E02F5/02 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a stirring shaft joint part attempting prevention of contamination of an automatic coupler of a hydraulic piping for opening and closing of a stirring blade at the time of separating a stirring shaft of a ground- improving excavator. SOLUTION: A grout piping 33 and hydraulic pipings 40, 41 to open and close a stirring blade are provided on a stirring shaft 2, a male type joint part 20 is provided on one end of the stirring shaft 2, a female type joint part 21 in which the male type joint part 20 is fit is provided on the other end, and a connecting part 37 of the grout piping 33 on the male type joint part 20 is provided in the inside of the male type joint part 20. Thereafter, a connecting part 35 of the grout piping 33 on the female type joint part 21 is projected from the female type joint part 21 so as to be positioned below a male type automatic coupler 42 of a joint part of the hydraulic pipings 40, 41 until the stirring shafts 2 are completely separated from each other.

78. 发明专利

JPH09279574A FRICTIONAL FORCE INCREASED PILE AND CONSTRUCTION METHOD THEREOF 失效
公开(公告)号：JPH09279574A
公开(公告)日：1997-10-28
申请号：JP8959996
申请日：1996-04-11
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SHIMIZU KATSUMI , WATANABE TOSHIO , KUSAKARI TAICHI
IPC分类号： E02D5/34 , E02D5/48
摘要： PROBLEM TO BE SOLVED: To provide a pile and a construction method of the pile increased in peripheral surface frictional force and vertical resistance by providing a small diameter part and a large diameter part without specifying the bore of a drilled hole, and forming the surface in uneven shape. SOLUTION: A soil-cement column 4 uneven on the surface and having a small diameter part 1a and a large diameter part 1b is formed in the ground, and reinforcing member 5 such as a steel pipe or shape steel is inserted and fixed into the soil-cement column 4 to form a frictional force increased pile. A drilled hole 1 uneven on the surface and having the small diameter part 1a and the large diameter part 1b is formed in the ground 2 by a drilling machine with contractible-expandable agitating blades, and the soil-cement column 4 is formed using this drilled hole 1, and the reinforcing member 5 such as the steel pipe or shape steel is inserted and fixed into the soil-cement column 4.

79. 发明专利

JPH0959970A METHOD AND EQUIPMENT FOR FORMING RETAINING WALL 失效
公开(公告)号：JPH0959970A
公开(公告)日：1997-03-04
申请号：JP22091195
申请日：1995-08-29
申请人： SHIMIZU CONSTRUCTION CO LTD , NIIGATA SHOJI KK
发明人： MIYAZAWA KAZUO , WATANABE TOSHIO , YOSHIKAWA AKIRA , YAMAUCHI HIROYUKI , KOBIYAMA KATSUHIDE , KOBIYAMA HIROYUKI
IPC分类号： E02F5/02 , E02D5/18
摘要： PROBLEM TO BE SOLVED: To provide a method and equipment for forming a retaining wall, by which the term of works can be shortened, cost reduced and the degree of freedom of the place of the execution of works improved. SOLUTION: A casing pipe 15 is installed to the drilling shaft 13 of a drilling machine 10, the drilling machine 10 is hung by a crane 20 so that the drilling shaft 13 is made perpendicular, and a bracing means 30 preventing a swing in the horizontal direction of the casing pipe 15 is mounted on the ground G. Drilling shafts 12, 13, 14 are rotated and driven while being lowered and a drilled pit H is executed to the ground G, and a hardener is discharged from the drilling shafts 12, 13, 14 and mixed with soil and sand in the ground G. The bracing means 30 is moved along the ground G while procedure is repeated and a wall body is formed to the drilled pit H section of the ground G.

80. 发明专利

JPH07305339A IN-FROZEN-SOIL UNDERGROUND CONTINUOUS WALL AND METHOD FOR CONSTRUCTING SAME 失效
公开(公告)号：JPH07305339A
公开(公告)日：1995-11-21
申请号：JP9777194
申请日：1994-05-11
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： WATANABE TOSHIO , IMAI MINORU , KAWASAKI HIROTAKA , ODAWARA TAKURO
IPC分类号： E02D5/20
摘要： PURPOSE:To improve the quality of concrete constructed on the ground where there is a frozen soil portion, relating to an in-frozen-soil underground continuous wall and a method for constructing the same. CONSTITUTION:Concrete 13 is poured into the shell of a reinforcing cage 3 which is provided inside a channel excavated in the ground having a frozen soil portion X and which has forms 4 disposed on its sides. A heat insulating layer is formed between at least the frozen soil portion X and the forms 4 opposite to the portion X so as to effectively insulate the concrete 13 thermally from the frozen soil portion X which is at low temperatures, so as to prevent moisture in the concrete 3 from freezing and to keep the appropriate temperature required for good curing.

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式