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1. 发明专利

JP2001200540A UNDERWATER BASE ROCK CRUSHING MACHINE 失效
公开(公告)号：JP2001200540A
公开(公告)日：2001-07-27
申请号：JP2000010716
申请日：2000-01-19
申请人： SUICHU KAIHATSU KK , NISHIMATSU CONSTR CO LTD
发明人： NAKATSUKA KAZUMA , OMORI YASUHIKO , TAKAHASHI SHUICHI , KOMIYAMA HIDEKI , TOSHIMI GOUSUKE , KONISHI TAMOTSU
IPC分类号： E02D17/16 , B02C1/00 , B25D17/28
摘要： PROBLEM TO BE SOLVED: To provide an underwater base rock crushing machine capable of performing underwater base rock crushing works even though in a narrow, limited working space, on a steeply sloped base rock or at a place where the water depth of the base lock is great. SOLUTION: This underwater base rock crushing machine comprises a hydraulic breaker 2 crushing the base rock by knocking the base rock with a hydraulic force and a supporting frame 3 supporting the hydraulic breaker 2 which is suspended by a wire 97 connected to a crane in a liftable manner. The supporting frame 3 is equipped with an outer frame 4 suspended by the wire 97 and an inner frame 5 provided in a freely movable manner back and forth inside the outer frame 4. And the hydraulic breaker 2 is fixed to the front portion 5b inside the inner frame 5 with the driving direction aligned with the back and forth direction of the breaker 2, and a weight 6 is fixed to the rear portion 5a of the inner frame 5.

2. 发明专利

JP2005273186A Equipment and method for constructing dam 审中-公开
标题翻译：用于构建DAM的设备和方法
公开(公告)号：JP2005273186A
公开(公告)日：2005-10-06
申请号：JP2004084732
申请日：2004-03-23
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： KONISHI TAMOTSU , KUWABARA TADATAKA
IPC分类号： E02B7/00
摘要： PROBLEM TO BE SOLVED: To enhance placing performance in the construction of a medium-scale dam, wherein a crawler crane as a general-purpose machine is used for placing concrete for a dam body.
SOLUTION: This equipment is equipped with a plurality of supports 5 which are erected along the dam body to be constructed, a working stage 6 whereon the crawler crane 8 for placing the concrete travels, and a driving means 7 for making the working stage 6 ascend with respect to the support 5. The dam body reaches an initial height when the concrete is placed by means of the crawler crane 8 traveling on the working stage 6 at the initial height. After that, the working stage 6 is made to ascend with respect to the support 5 by making the driving means 7 drive the working stage 6, so that next-step concrete placing can be performed by means of the crawler crane 8.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提高在中型水坝的施工中的放置性能，其中使用作为通用机器的履带式起重机来将混凝土设置用于坝体。解决方案：该设备配备有沿着待建造的坝体竖立的多个支撑件5，用于放置混凝土的履带式起重机8的工作台6和用于使工作的驱动装置7 阶段6相对于支撑件5上升。当通过在初始高度上行进在工作台6上的履带起重机8将混凝土放置时，坝体达到初始高度。之后，通过使驱动装置7驱动工作台6，使工作台6相对于支撑件5上升，从而可以通过履带起重机8进行下一步的混凝土配置。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2001226994A WATER BOTTOM TRANSPORTATION DEVICE AND WATER BOTTOM TRANSPORTATION METHOD OF STRUCTURE 失效
公开(公告)号：JP2001226994A
公开(公告)日：2001-08-24
申请号：JP2000040071
申请日：2000-02-17
申请人： NISHIMATSU CONSTR CO LTD
发明人： FUJII TOSHIYUKI , IWANAGA KATSUYA , FURUZONO TOYOSHIGE , KONISHI TAMOTSU , ISO YORIMITSU
IPC分类号： E02D29/063
摘要： PROBLEM TO BE SOLVED: To provide water bottom transportation devices capable of adjusting a position of a water bottom structure such as an immersed tube or the like by moving it after it is settled and a water bottom transportation method of the structure making use of the devices. SOLUTION: Water bottom transportation devices 1a and 1b are used. A central strut jack 5 is shortened to separate it from the bottom, and after a horizontal jack 7 is driven to move the central strut jack 5 to one direction, the central strut jack 5 is extended to put it down to the bottom, an end strut jack 3 is shortened to separate it from the bottom, and main bodies of the water bottom transportation devices 1a and 1b are moved to one direction together with the caisson 100. During the same process, a horizontal jack 7 different from an illustration shown in a figure 3 is driven to move the central strut jack 5 to the other direction, and the immersed tube 100 is moved to the other direction accordingly.

4. 发明专利

JPH0850512A AUTOMATIC TRAVELING SYSTEM FOR VEHICLE 失效
公开(公告)号：JPH0850512A
公开(公告)日：1996-02-20
申请号：JP20269694
申请日：1994-08-03
申请人： NISHIMATSU CONSTR CO LTD
发明人： ISHII MASANORI , KUWABARA TADATAKA , KONISHI TAMOTSU , UCHIDA KATSUMI
IPC分类号： G08G1/00 , B60W30/00 , G01S13/91 , G05D1/02 , G08G1/09
摘要： PURPOSE:To easily and exactly perform an automatic traveling of a vehicle by detecting a prescribed recognition object, which is provided along the traveling route of the vehicle, by the vehicle and controlling the advancing direction of the vehicle or the speed as well. CONSTITUTION:A vehicle 1 such as an unmanned vehicle is guided along a traveling route R and automatically traveled. On both the sides of this traveling route R, recognition objects 2 are respectively successively provided at prescribed intervals in the direction of the traveling route R. In such a case, the interval of the recognition objects 2 positioned on the right and left sides of the traveling route R is kept wider than the width of the vehicle 1. The recognition object 2 is composed of an object for recognition to be discriminated by a ladder system as an obstacle. The vehicle 1 is provided with a monitoring device and the monitoring device is equipped with a computer, etc., for suitably setting or changing a vehicle side control unit, ladder and the range of a measuring zone. Then, the vehicle side control unit issues a measuring command to the ladder and suitably controls the advancing direction, speed (acceleration/ deceleration) or stop of the vehicle 1 corresponding to the measured result.

5. 发明专利

JPH0843084A MULTIFUNCTIONAL MEASUREMENT VEHICLE FOR TUNNEL 失效
公开(公告)号：JPH0843084A
公开(公告)日：1996-02-16
申请号：JP20269394
申请日：1994-08-03
申请人： NISHIMATSU CONSTR CO LTD
发明人： ISHII MASANORI , KONISHI TAMOTSU , ICHIJO TOSHIYUKI
IPC分类号： G01C7/06 , G01C15/00
摘要： PURPOSE:To perform linear survey of a tunnel and to measure an arbitrary sectional shape, an inner space displacement, and a face shape with a single measurement vehicle by calculating the position of a survey vehicle according to the measurement values of an automatic tracking range-finding goniometer and a clinometer. CONSTITUTION:An automatic tracking range-finding goniometer 20, for measuring the distance and the angle, to a reflection prism fixed at two or more known positions of a tunnel, a clinometer 30 for measuring the inclination angle of a vehicle 10, and a computer 40 for calculating the position of the vehicle 10 are mounted to the survey vehicle 10 driving inside an already constructed tunnel. The computer 40 receives the measurement signals of a range-finding goniometer 20 and the clinometer 30 to calculate the position of the vehicle 10. Also, a non-prism range-finding machine 50 is mounted on the vehicle 10 so that the machine 50 can rotate with both ordinate and abscissa as the rotary center axes and a distance measurement value which is measured by the range- finding machine 50 is accumulated in the computer 40 as data and is processed for the purpose.

6. 发明专利

JPH02221595A DIRECTION CONTROL METHOD FOR SHIELD EXCAVATOR 失效
公开(公告)号：JPH02221595A
公开(公告)日：1990-09-04
申请号：JP4082989
申请日：1989-02-20
申请人： NISHIMATSU CONSTR CO LTD , KAWASAKI HEAVY IND LTD
发明人： KUWABARA TADATAKA , MASUDA SHUICHI , KONISHI TAMOTSU , IOHARA SHIGERU , TANAKA YOSHIO , OKAMOTO KENZO
IPC分类号： E21D9/093 , E21D9/06 , E21D9/08
摘要： PURPOSE:To form an excavation hole of large radius of curvature suited for a subway or the like by setting a new virtual planned line excavated even when a shield excavator is displaced in its position from a planned line curved part. CONSTITUTION:An excavator provides a present position detecting part, virtual planned line arithmetic part and a direction control jack driving part. Next on a straight line part 6 by a predetermined distance L1 before an actual planned line curved part start position 9, a position Q1 is set. Subsequently, the excavator, when it reaches the position Q1 further is positioned in an inner side P2 of a curved part 7, excavates a line calculating a virtual planned line 11 reaching a position Q2 by a predetermined distance L2 ahead from the inner side P2. The excavator, when it reaches a position Q4 by a predetermined distance L3 before from the position Q2 further is positioned inside the curved part 7, excavates the line calculating a virtual planned line 13 reaching a point Q5 by a predetermined distance L4 ahead. In this way, a radius of curvature in an excavation route can be increased as large as possible.

7. 发明专利

JPH1017271A TARGET POSITION INPUT METHOD AT AUTOMATIC OPERATION OF CABLE CRANE 失效
公开(公告)号：JPH1017271A
公开(公告)日：1998-01-20
申请号：JP17377796
申请日：1996-07-03
申请人： NISHIMATSU CONSTR CO LTD , KITSUTAKA KOGAKU KENKYUSHO KK
发明人： KONISHI TAMOTSU , KONDOU AYAKA , ISHII MASANORI , ODA KAZUTOSHI , EKUMA KOUICHI , KIKKO KOJI , AKAGI AKIRA
IPC分类号： B66C13/22 , B66C13/48 , B66C21/00
摘要： PROBLEM TO BE SOLVED: To reliably input a target position to an automatic operation control part by arranging a GPS mobile receiver in the target position and a GPS fixed receiver in a previously found three-dimensional position, performing operation processing on these position data, and designating the target position found from relative position data of a position of the fixed receiver and the mobile receiver on the driving side. SOLUTION: When an operator pushes a measuring button 53 by standing in a driving target position M by holding an antenna 52, its contact point signal is discriminated by a driving side position measuring device 54, and a GPS mobile receiver 51 receives the signal. This position data is wirelessly inputted to a position measuring operation processing part. On the other hand, position data received by a GPS fixed receiver 58 arranged in a previously found three-dimensional position is inputted to the position measuring operation processing part, and an operation is performed on three-dimensional coordinate values of the target position M by releative position data on respective installing position coordinates of the fixed receiver 58 and the antenna 52, and it is inputted to an automatic operation control part of a crane, and a target position of a bucket is designated on the driving side, and can be automatically and reliably inputted to the automatic operation control part.

8. 发明专利

JPH1017270A AUTOMATIC OPERATING METHOD FOR CABLE CRANE 失效
公开(公告)号：JPH1017270A
公开(公告)日：1998-01-20
申请号：JP17377696
申请日：1996-07-03
申请人： NISHIMATSU CONSTR CO LTD , KITSUTAKA KOGAKU KENKYUSHO KK
发明人： KONISHI TAMOTSU , KONDOU AYAKA , ISHII MASANORI , ODA KAZUTOSHI , EKUMA KOUICHI , KIKKO KOJI , AKAGI AKIRA
IPC分类号： B66C13/22 , B66C13/48 , B66C21/00
摘要： PROBLEM TO BE SOLVED: To provide an automatic operating method for a cable crane, which involves a less control error, presents high reliance, and ensures a high safety as automatically preventing a bucket from swinging. SOLUTION: With this invention, a three-dimensional position measurement is made using a pair of automatic tracking angle measuring gauges 40, etc., which track a transversely traveling trolley 10 automatically, in which the inclining angle of the trolley 10 and the position of bucket 20 relative to the trolley 10 are measured using an inclinometer mounted on each troley 10, tracer arms 31 rotating in follow-up after the inclining angle of the hang-down part of each wind-up cable set on a pair of pulleys, an encoder S12 to sense the rotating angles of the arms, and a range gauge mounted on one of the arms 31. At the same time, the three-dimensional position of the bucket 20 is calculated from the given relative position data, and the drive is controlled so that the three-dimensional positions of the trolley 10 and bucket 20 suit the scheduled position data fed to a computer in advance.

9. 发明专利

JPH09240986A VIBRATION DAMPING CONTROL METHOD FOR CABLE CRANE 失效
公开(公告)号：JPH09240986A
公开(公告)日：1997-09-16
申请号：JP8212296
申请日：1996-03-11
申请人： NISHIMATSU CONSTR CO LTD , KITSUTAKA KOGAKU KENKYUSHO KK
发明人： KONISHI TAMOTSU , KONDOU MISAKA , ISHII MASANORI , ODA KAZUTOSHI , EKUMA KOUICHI , KIKKO KOJI , AKAGI AKIRA
IPC分类号： B66C13/22 , B66C13/32 , B66C21/00
摘要： PROBLEM TO BE SOLVED: To provide a vibration damping control means for a cable crane which can automatically prevent fluctuation of a bucket. SOLUTION: This damping control device is provided with an advance detecting device S1 detecting the advancing direction of a traversing trolley 10, a bucket position detecting device S10 detecting the suspended position of a bucket 20 against the traversing trolley 10, and an accelerometer S2 detecting acceleration of the bucket 20 and the direction, and the advancing speed or the advancing direction of the traversing trolley 10 is controlled by the detected values of the advance detecting device S1, the bucket position detecting device S10, and the accelerometer S2.

10. 发明专利

JPH08189827A TUNNEL SURVEYING METHOD 失效
公开(公告)号：JPH08189827A
公开(公告)日：1996-07-23
申请号：JP14429693
申请日：1993-05-24
申请人： NISHIMATSU CONSTR CO LTD , KITSUTAKA KOGAKU KENKYUSHO KK
发明人： KONISHI TAMOTSU , TSUBOI HIROMI , ISHII MASANORI
IPC分类号： E21D9/093 , E21D9/06 , G01C15/00 , G02B5/04
摘要： PURPOSE: To provide a tunnel surveying method by which a turning point-type survey can be carried out automatically within a short time. CONSTITUTION: Prisms P for collimation are successively fixed in the axial direction on the inner wall of a tunnel and at the same time, a surveying carriage 1 which runs while being guided by running rails is driven. An automatic searching-type surveying equipment 2 which automatically searches the prisms for collimation and surveys the distance from a reference point of the surveying carriage to each prism for a collimation is mounted on the surveying carriage. The surveying carriage stops running temporarily at every nearly intermediate position between the prisms for collimation arranged in the axial direction of the tunnel. At the time of temporary stopping, the automatic searching-type surveying equipment surveys the prism for collimation at already known position on this side and computes three-dimensional position of a reference point of the surveying carriage. Then, the automatic searching-type surveying equipment surveys a next prism for collimation on one deeper side and computes its position and thus successively computes the three-dimensional positions of the prisms for collimation step by step toward the deeper side.

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