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1. 发明专利

DE3772538D1 未知
公开(公告)号：DE3772538D1
公开(公告)日：1991-10-02
申请号：DE3772538
申请日：1987-12-17
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： ONO SADAMU , GOTO SADAO , MINEGISHI KOJI , OSHITA KENICHI , ISHIKURA DAISUKE , NEGAMI YOSHIAKI , KAMEZAKI KAZUYA , KIMURA KATSUHIKO , KUWAHARA TAKASHI , KAJIOKA YASUO
IPC分类号： B28C5/46
摘要： Method and apparatus for manufacturing concrete by mixing concrete materials including a cement, aggregate, admixture and at least one of water and ice. The aggregate is moved prior the mixing and a low-temperature liquid is sprayed on the aggregate for cooling while the aggregate is being moved.

2. 发明专利

AU8280487A METHOD OF MANUFACTURING CONCRETE AND APPARATUS THEREFOR 未知
公开(公告)号：AU8280487A
公开(公告)日：1988-06-23
申请号：AU8280487
申请日：1987-12-18
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： ONO SADAMU , GOTO SADAO , MINEGISHI KOJI , OSHITA KENICHI , ISHIKURA DAISUKE , NEGAMI YOSHIAKI , KAMEZAKI KAZUYA , KIMURA KATSUHIKO , KUWAHARA TAKASHI , KAJIOKA YASUO
IPC分类号： B28C5/46 , B28C5/00
摘要： Method and apparatus for manufacturing concrete by mixing concrete materials including a cement, aggregate, admixture and at least one of water and ice. The aggregate is moved prior the mixing and a low-temperature liquid is sprayed on the aggregate for cooling while the aggregate is being moved.

3. 发明专利

IN168549B METHOD OF MANUFACTURING CONCRETE AND APPARATUS THEREFOR 未知
公开(公告)号：IN168549B
公开(公告)日：1991-04-20
申请号：IN1009CA1987
申请日：1987-12-29
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： ONO SADAMU , NEGAMI YOSHIAKI , KAMEZAKI KAZUYA , KIMURA KATSUHIKO , KUWAHARA TAKASHI , KAJIOKA YASUO , GOTO SADAO , MINEGISHI KOJI , OSHITA KENICHI , ISHIKURA DAISUKE
IPC分类号： B28C5/46 , C04B28/00 , B28C5/00
摘要： Method and apparatus for manufacturing concrete by mixing concrete materials including a cement, aggregate, admixture and at least one of water and ice. The aggregate is moved prior the mixing and a low-temperature liquid is sprayed on the aggregate for cooling while the aggregate is being moved.

4. 发明专利

AU597455B2 METHOD OF MANUFACTURING CONCRETE AND APPARATUS THEREFOR 未知
公开(公告)号：AU597455B2
公开(公告)日：1990-05-31
申请号：AU8280487
申请日：1987-12-18
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： ONO SADAMU , KAMEZAKI KAZUYA , KIMURA KATSUHIKO , KUWAHARA TAKASHI , KAJIOKA YASUO , GOTO SADAO , MINEGISHI KOJI , OSHITA KENICHI , ISHIKURA DAISUKE , NEGAMI YOSHIAKI
IPC分类号： B28C5/46 , B28C5/00
摘要： Method and apparatus for manufacturing concrete by mixing concrete materials including a cement, aggregate, admixture and at least one of water and ice. The aggregate is moved prior the mixing and a low-temperature liquid is sprayed on the aggregate for cooling while the aggregate is being moved.

5. 发明专利

JPH09310329A CONDUIT TYPE POWER PLANT AND ITS CONSTRUCTION METHOD 失效
公开(公告)号：JPH09310329A
公开(公告)日：1997-12-02
申请号：JP3092997
申请日：1997-02-14
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： DENDA ATSUSHI , NEGAMI YOSHIAKI , ISHIZAKI HIDETAKE
IPC分类号： E02B9/00 , E02B9/02
摘要： PROBLEM TO BE SOLVED: To improve power feed capacity. SOLUTION: A river R and a power plant 5 are previously connected to each other. A branch part 20 is connected to the river R and the power plant 5 and an underground water tank 12 is constructed in a natural ground G. The underground water storage tank 12 is connected to the branch part 20 and the underground water storage tank 12 and the power plant 5 are connected to each other. Since the branch part 20 is connected to the river R and the power plant 5, which are previously connected together, water is fed to the power plant 5 and the running state of the power plant 5 is maintained, whereby power feed capacity of the power plant 5 is maintained. Thereafter, since water stored in the underground water storage tank 12 is fed to the power plant 5, generating capacity of the power plant 5 is improved.

6. 发明专利

JPH07206081A HOPPER DEVICE AND ITS REPLACING METHOD 失效
公开(公告)号：JPH07206081A
公开(公告)日：1995-08-08
申请号：JP726394
申请日：1994-01-26
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SATO SHIGEMI , SHIMADA HIROSHI , FUKUMOTO YOICHI , ONIZUKA KEIJI , NEGAMI YOSHIAKI , ODAWARA TAKURO
IPC分类号： B65D88/26 , E02B7/00
摘要： PURPOSE:To easily step up a hopper device without dismounting it as concrete is placed in the form of layer by a method wherein a supporter is disposed under the body of hopper and an expansion leg which can be extended to the lower side of the supporter is provided for the body of hopper. CONSTITUTION:A supporter 27 is provided under a body 9 of hopper. And an expansion leg 30 which can be extended to the lower side of the supporter 27 is provided for the body 9. And the leg 30 is extended on an existing concrete surface to jack up the body 9 so that concrete is placed on an area excluding the periphery of the leg 30. Further, while the supporter 27 is brought into contact with the surface of the placed concrete to support a hopper device, the leg 30 is extended. And filler material is filled into an area where concrete has not been placed so that the leg 30 is extended on the side of area where concrete has been placed to jack up the body 9. By this method, the hopper device can be easily stepped up as concrete is placed.

7. 发明专利

JPH07127761A REPLACEMENT METHOD AND DIAMETER INCREASING DEVICE FOR UNDERGROUND EXISTING PIPE 失效
公开(公告)号：JPH07127761A
公开(公告)日：1995-05-16
申请号：JP14525293
申请日：1993-06-16
申请人： SHIMIZU CONSTRUCTION CO LTD , KOMATSU MFG CO LTD
发明人： NEGAMI YOSHIAKI , SHIMIZU YOSHIHIKO , KIKUCHI YUICHI , OKUBO KENJI , ODAWARA TAKURO , WAKI TOSHIO , TANAKA YOSHIMASA , NOMURA NAOYA
IPC分类号： F16L1/024
摘要： PURPOSE:To increase the size of an existing pipe without affecting a ground surface when the existing pipe is replaced with a new one by increasing the diameter of the existing underground pipe and inserting the new pipe into it, and charge filling material into clearances between the existing pipe and the new pipe without affecting the new pipe at all. CONSTITUTION:Lower half part grooves 5a are formed in the inner surface of the lower half part of an existing pipe, and upper half part grooves 5b shallow than the lower half part grooves 5a are formed in the inner surface of the upper half part of it in longitudinal direction of it. Also a diameter increasing block with a dia. increasing part to increase the dia. of pipe gradually from the linear upper end to the bottom is propelled in the existing pipe to break the lower half part groove 5a parts. By this, the lower half part of the existing pipe is deformed to increase dia. preferentially to the others. Then a new pipe is inserted into the existing pipe and, finally, filling material 7 is charged into clearances between the existing pipe and the new pipe.

8. 发明专利

JPH04198509A RECONSTRUCTION OF EXISTING BUILDING 失效
公开(公告)号：JPH04198509A
公开(公告)日：1992-07-17
申请号：JP32839490
申请日：1990-11-28
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： NEGAMI YOSHIAKI , KUSAKARI TAICHI , KUNUGIHARA NOBORU , KATSUSAWA KATSUE , TAKANASHI KAZUMITSU
IPC分类号： E01D21/00 , E01D22/00
摘要： PURPOSE:To permit the use of an existing building even during the constructing period of the building by reconstructing the existing building by lifting the building by hangers from each horizontal frame by a method in which horizontal frames are constructed at higher levels than the existing building and two or more temporary receiving structures having supporters to support the horizontal frames are constructed. CONSTITUTION:Columns 10 are vertically set on a given ground, and a superwing (horizontal frame) 20 is constructed vertically through an existing bridge B. The upper part U1 of the bridge B is hung by using hangers 31 and 30 from the superwing 20, and the superannuated lower part L1 is removed. The upper part U2 of additional traffic line is placed on the upper beam of the superwing 20, the upper traffic road of the bridge B is switched to the upper new traffic line of the part U2, and the superannuated part U1 is removed. The hangers 31 and 30 are removed, and the lower part L3 of lower stage and the upper part U3 are newly constructed. The lower part L2 to support the upper part U3 is newly built on the upper part U3, and the upper part U2 is replaced on the new lower part L2 and integrated. The temporary receiving structure is removed. The common use of the existing structure during construction period can thus be permitted.

9. 发明专利

JPH04161599A LINING METHOD FOR SHIELD TUNNEL 失效
公开(公告)号：JPH04161599A
公开(公告)日：1992-06-04
申请号：JP28364390
申请日：1990-10-22
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： KAZAMA HIROSHI , NEGAMI YOSHIAKI , KAWAI TORU , ARASHI TAKICHI , GOTO TORU , OTSUKA MASAYUKI
IPC分类号： E21D9/06 , E21D11/10
摘要： PURPOSE:To make it possible to place lining materials having high strength and high quality by combining the lining materials in a reinforcement built-up room with external lining materials, and driving a shield machine while pushing extruding pistons with pressure higher than pressure of a bedrock. CONSTITUTION:The tail section of a skin plate 11 is formed as double construction, and a plurality of partition walls 22 and 22 are provided to form a plurality of concrete piston rooms 23 ... to house extruding pistons 24. After that, reinforcing bars U and U are placed to the insides of internal cylinders 21 and 21, lining materials are placed in a reinforcement built-up room surrounded by the internal cylinders 21, forms 1, 1 and gable frames 50, 51, and outside lining materials are placed between the forms 1 and a bedrock to combine both lining materials. A shield machine 10 is driven forward while pushing the extruding pistons 24 in the concrete piston rooms 23 with pressure higher than earth pressure and water pressure of the bedrock by pressure holding jacks 25 and 25.

10. 发明专利

JPH04155093A JOINING OF TUNNEL 失效
公开(公告)号：JPH04155093A
公开(公告)日：1992-05-28
申请号：JP28160490
申请日：1990-10-19
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： KAZAMA HIROSHI , NEGAMI YOSHIAKI
IPC分类号： E21D9/00 , E21D9/04 , E21D13/02
摘要： PURPOSE:To secure strength and water stopping property by overlapping and joining a succeeding tunnel to the axial line of a preceding tunnel made of a plural number of arcuate segments with its outer circumference joining portion without steel reinforcement rods, making a middle wall in the preceding tunnel after attaining a certain strength, and joining the small diameter succeeding tunnel to the preceding tunnel. CONSTITUTION:A preceding tunnel structure 2A is constructed with a plural number of arcuate segments 20 with their outer circumferential joining portion without reinforcement rods. A plural number of small diameter tunnel structure 4 are overlapped and joined in their radial direction to the structure 2A to form a succeeding tunnel structure 2B. The succeeding structure 2B is overlapped to the outer circumferential portion 20B of the segment without reinforcement rods. The joined portion is strengthened, digging of the small diameter structures 4 of the succeeding structure 2B is stopped. Placing of a middle wall 12 by the succeeding structure 2A, advance digging of the small diameter structures 4, and joining of the preceding structure 2A are finished. This makes reasonable joining possible.

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