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1. 发明专利

JP2001163576A METHOD FOR CONTROLLING SPEED OF TRAVERSING TROLLEY FOR CABLE CRANE 失效
公开(公告)号：JP2001163576A
公开(公告)日：2001-06-19
申请号：JP35103399
申请日：1999-12-10
申请人： SATO KOGYO , MAEDA CONSTRUCTION , DAINIPPON CONSTRUCTION , DAITO DENKI KK
发明人： TATE MASATO , TANIDA KIMIO , HIROMOTO KATSUO , HASE YOSHISATO , MORIKAWA HIDENORI , IWAKURA SUSUMU
IPC分类号： B66C13/22 , B66C21/00
摘要： PROBLEM TO BE SOLVED: To stop in a minimum time the oscillation of a hanging load such as a bucket hanging from a traversing trolley, during acceleration or deceleration. SOLUTION: The operating block of the traversing trolley 8 is divided into an accelerated traversing block, a constant-speed traversing block and a decelerated traversing block. In the accelerated traversing block, the travel speed of the traversing trolley 8 is controlled continuously at a constant acceleration along a secondary function curve of the travel speed to the distance traveled, and the traversing trolley shifts to constant-speed traversing when the oscillation of the bucket 18 caused at startup finishes one cycle of pendulum motion. In the constant-speed traversing block, the traversing trolley 8 is traversed at constant speed so that there is no relative speed difference between the traversing trolley 8 and the bucket 18. In the decelerated traversing block, the travel speed of the traversing trolley 8 is continuously controlled at a constant deceleration along a secondary function curve of the travel speed to the distance traveled, this control being stopped when the oscillation of the bucket 18 caused during the shift to the decelerated traversing finishes one cycle of pendulum motion.

2. 发明专利

JP2001164754A CONCRETE PLACEMENT CONTROL SYSTEM, CONCRETE SHIPPING COMMAND METHOD USING THE SYSTEM, AND CONCRETE PLACEMENT DATA CONTROL METHOD 失效
公开(公告)号：JP2001164754A
公开(公告)日：2001-06-19
申请号：JP35103599
申请日：1999-12-10
申请人： SATO KOGYO , MAEDA CONSTRUCTION , DAINIPPON CONSTRUCTION , DAITO DENKI KK
发明人： TATE MASATO , TANIDA KIMIO , HIROMOTO KATSUO , HASE YOSHISATO , MORIKAWA HIDENORI , IWAKURA SUSUMU
IPC分类号： E02B7/00 , E02B9/00 , E04G21/00
摘要： PROBLEM TO BE SOLVED: To provide a system capable of unitarily controlling the concrete placement control data. SOLUTION: A plant control section 10, shipping control equipment 11, a shipping control computer 12 performing direct concrete shipping command and collection of placement record, a shipping command computer 15 executing mainly shipping command and communicating with the shipping control computer 12 and for permitting the shipping commander to know shipping situation for concrete, and a placement commander assisting computer 17 permitting communication possible with the shipping control computer 12 and concrete shipping situation determined by the placement commander are respectively provided, the shipping control data acquired by respective computer, placement control data and input data distributed to other computers, and a series of data on the concrete placement work is controlled unitarily by updating the records prepared by each computer.

3. 发明专利

JP2001163577A METHOD FOR ESTIMATING AMOUNT OF OSCILLATION OF LOAD HANGING FROM CABLE CRANE AND METHOD FOR SETTING OPERATION PATTERN 失效
公开(公告)号：JP2001163577A
公开(公告)日：2001-06-19
申请号：JP35103499
申请日：1999-12-10
申请人： SATO KOGYO , MAEDA CONSTRUCTION , DAINIPPON CONSTRUCTION , DAITO DENKI KK
发明人： TATE MASATO , TANIDA KIMIO , HIROMOTO KATSUO , HASE YOSHISATO , MORIKAWA HIDENORI , IWAKURA SUSUMU
IPC分类号： B66C13/22 , B66C13/48 , B66C21/00
摘要： PROBLEM TO BE SOLVED: To estimate, during acceleration or deceleration, the amount of oscillation of a hanging load such as a bucket hanging from a traversing trolley, on condition that the oscillation of the hanging load can be halted in a minimum time. SOLUTION: The traversing trolley 8 is continuously accelerated or decelerated at a constant rate of acceleration or deceleration along a secondary function curve of its speed to the distance traveled, and respective equations of motion are applied to the traversing trolley 8 and the bucket 18 on condition that the acceleration or deceleration is completed in accordance with one cycle time of the pendulum motion of the bucket 18 caused at the start of acceleration and deceleration of the traversing trolley 8. With the acceleration and deceleration and the pendulum length as given conditions, the amount of oscillation of the bucket 18 is estimated from the time-based positional relationship between the traversing trolley 8 and the bucket 18.

4. 发明专利

JP2002242162A UNITED SCAFFOLD TYPE MOBILE FORMWORK EQUIPMENT 失效
公开(公告)号：JP2002242162A
公开(公告)日：2002-08-28
申请号：JP2001044556
申请日：2001-02-21
申请人： SATO KOGYO , MAEDA CONSTRUCTION , DAINIPPON CONSTRUCTION , SAGA KOGYO KK
发明人： TATE MASATO , TANIDA KIMIO , YAMAZAKI TORU , HOTTA SHIGENAO , KATAOKA SHINYA
IPC分类号： E02B7/00
摘要： PROBLEM TO BE SOLVED: To perform work without scaffold supports for a concrete top wall portion having an overhung portion at the upper portion of an existing concrete. SOLUTION: This equipment comprises plural brackets 21 to 28 which are installed to the wall surface at the overhung portion of already poured concrete 30, travel rails 3A and 3B which are constructed between bracket groups 22 to 28 and made dividable for each of brackets 2n and 2n+1 between brackets, travel support facilities for overhung portion 4 made freely traveling along the travel rails 3A and 3B, and a frame body 5 supported in a movable manner along the travel direction relative to the wall surface at non-overhung portion side of the poured concrete 30, supported by the travel support facilities for overhung portion 4 at the wall surface of the overhung portion of already poured concrete 30, and also equipped with formworks 6A to 6E, scaffold 7A to 7C, and timbering replacing facilities 8 for bracket 2 and travel rails 3A and 3B or the like.

5. 发明专利

JP2006188854A Method of predicting geological constitution of natural ground 有权
标题翻译：预测天然地质地质构成的方法
公开(公告)号：JP2006188854A
公开(公告)日：2006-07-20
申请号：JP2005000675
申请日：2005-01-05
申请人： Mutsuto Kawahara , Sato Kogyo Co Ltd , 佐藤工業株式会社 , 睦人川原
发明人： KAWAHARA MUTSUTO , TOIKAWA ATSUSHI , KOMINE HIROSHI , IMAOKA HIKOZO , TATE MASATO , TSURUMOTO SHOJI , NOINE KIYOSHI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To easily grasp the geological constitution of the natural ground with high accuracy as a part of routine construction management abreast with excavation work without needing a special geophysical exploration measuring apparatus. SOLUTION: An arbitrary number of observation points are set in a peripheral region of an open cut part of the natural ground, and a displacement measured data is acquired from the measured result of displacement of the observation points before and after blasting excavation. In a three-dimensional analytical model reflecting the excavation progress situation, block allocation is performed beforehand based on geological distribution, and under the condition that a ground constant is a constant value in each block region, inverse analysis is performed with the displacement measured data as a given condition to identify the ground constant of the natural ground for every block region. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：无需特殊的地球物理勘探测量仪器，就可以轻松把握自然地质的地质构造，作为日常施工管理的一部分，与开挖作业一致。解决方案：在自然地面的开放部分的周边区域中设置任意数量的观测点，并且从爆破开挖前后的观测点的测量结果中获取位移测量数据。在反映挖掘进度情况的三维分析模型中，根据地质分布预先进行块分配，在每个块区域的地面常数为常数的条件下，以位移测量数据为基础进行逆分析给定条件来识别每个区域的自然地面的地面常数。版权所有（C）2006，JPO＆NCIPI

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