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1. 发明专利

JP2013036323A Reclamation method and mixed material for reclamation 有权
标题翻译：回收方法和混合材料进行回收
公开(公告)号：JP2013036323A
公开(公告)日：2013-02-21
申请号：JP2012155652
申请日：2012-07-11
申请人： Shimizu Corp , 清水建設株式会社 , Aomi Construction Co Ltd , あおみ建設株式会社 , Shin Etsu Chem Co Ltd , 信越化学工業株式会社
发明人： ISE JUICHI , MIYATA KAZU , NAGASAWA MASAAKI , MIYASHITA TAKEYUKI , TAKEUCHI JUN , YOSHIHARA ITARU , GORYODA OSAMU , YAMAKAWA TSUTOMU
IPC分类号： E02B3/18
摘要： PROBLEM TO BE SOLVED: To provide a reclamation method which can use sediment containing large diameter gravel and enables construction of the reclaimed ground with stable density and strength, and a mixed material for reclamation.SOLUTION: A mixed material for reclamation, which is prepared by mixing a stabilizer, a separation inhibitor and water with sediment containing large diameter gravel, is added into water. The mixed material for reclamation added into the water is compacted every certain layer thickness. A reclamation method includes the step of: preparing the mixed material for reclamation by mixing and stirring paste comprising the stabilizer, water and the separation inhibitor, with the sediment; adding the mixed material for reclamation into water; and compacting the mixed material for reclamation added into the water every predetermined layer thickness.
摘要翻译：要解决的问题：提供一种可以使用含有大直径砾石的沉淀物的再生方法，并且能够以稳定的密度和强度构建回收地面，以及用于回收的混合材料。解决方案：通过将稳定剂，分离抑制剂和水与含有大直径砾石的沉淀混合制备的用于回收的混合材料加入到水中。添加到水中的填埋混合材料每一层厚度都被压实。回收方法包括以下步骤：通过将包含稳定剂，水和分离抑制剂的浆料与沉淀物混合搅拌来制备用于回收的混合材料; 将复垦材料加入水中; 并且每预定层厚度压实添加到水中的用于回收的混合材料。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2008014018A Gps banking construction management system and gps banking construction management method 有权
标题翻译： GPS银行结构管理系统和GPS银行结构管理方法
公开(公告)号：JP2008014018A
公开(公告)日：2008-01-24
申请号：JP2006186179
申请日：2006-07-06
申请人： Shimizu Corp , 清水建設株式会社
发明人： KAWASAKI HIROTAKA , NAGASAWA MASAAKI
IPC分类号： E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a GPS banking construction management system and a GPS banking construction management method, based on a mesh shape facilitating banking construction management.
SOLUTION: This GPS banking construction management system 1 obtains three-dimensional paving and flattening information using a GPS receiver mounted on a bulldozer 2, and further obtains three-dimensional soil compaction information using a GPS receiver mounted on a fill-up ground compaction machine 3, and uses the information. In this case, a management block of a minimum unit for managing each information is selected. In this system, the management block is selected based on the shape of a construction area.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供基于网格形状促进银行业建设管理的GPS银行业建设管理系统和GPS银行业务施工管理方法。解决方案：该GPS银行业务管理系统1使用安装在推土机2上的GPS接收器获得三维铺路和平坦化信息，并且使用安装在填充地面上的GPS接收器进一步获得三维土壤压实信息压实机3，并使用信息。在这种情况下，选择用于管理每个信息的最小单位的管理块。在该系统中，基于构造区域的形状来选择管理块。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2007163275A Ground measuring method, ground measuring program and ground measuring instrument 有权
标题翻译：地面测量方法，地面测量程序和地面测量仪器
公开(公告)号：JP2007163275A
公开(公告)日：2007-06-28
申请号：JP2005359306
申请日：2005-12-13
申请人： Shimizu Corp , 清水建設株式会社
发明人： KAWASAKI HIROTAKA , NAGASAWA MASAAKI
IPC分类号： G01N3/303 , E02D1/02 , G01N3/00
摘要： PROBLEM TO BE SOLVED: To precisely evaluate the rigidity of the ground by measuring the original accurate rigidity of the ground without exerting the effect of load history on the ground and enhancing the correlation with another on-the-spot testing method such as a flat plate loading test or the like.
SOLUTION: A dropping height is changed so as to become high gradually and a weight is continuously dropped on a loading surface one by one at the respective changed dropping heights. Since the ground is gradually consolidated by finely dividing the dropping height to perform only main loading one by one without performing preparatory loading, the original accurate rigidity of the ground can be measured. Impact load is instantaneous load but, since the main loading is continuously perform one by one by gradually increasing the dropping height to measure the cumulative displacement of the ground, initial loading rigidity having high correlation with respect to the loading rigidity at the time of monotonous loading of the flat plate loading test can be acquired by mutually connecting the displacement points to an applied load peak point.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过测量地面的原始精确刚度，而不会发生地面载荷历史的影响，并通过另一种现场测试方法（如平板加载试验等。解决方案：逐渐变高并且在各个改变的落下高度上一个接一个地在装载面上连续地下降重量，从而改变落下高度。由于在不进行准备装载的情况下，通过将落下高度精细地分割为仅主要负载而逐渐固结地面，因此可以测量原始的精确刚度。冲击载荷是瞬时载荷，但是由于主载荷通过逐渐增加落下高度逐渐增加以测量地面的累积位移，所以初始载荷刚度与单调载荷时的载荷刚度具有高相关性可以通过将位移点相互连接到施加的载荷峰值点来获得平板载荷试验。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2010126938A Slope stabilizing construction method 审中-公开
标题翻译：斜坡稳定施工方法
公开(公告)号：JP2010126938A
公开(公告)日：2010-06-10
申请号：JP2008300861
申请日：2008-11-26
申请人： Shimizu Corp , 清水建設株式会社
发明人： ISHII SABURO , MIYATA KAZU , NAGASAWA MASAAKI , ISHIGURO SATOSHI , MIHARA TAIJI , MITSUMASU TOMOHISA , KURIYAGAWA HIROKI
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To stabilize a slope raising a concern about its collapse from the interior of a tunnel in tunnel excavation.
SOLUTION: From the interior of a tunnel T, a steel pipe pre-supporting system 10 is constructed on the upside ground in front of a working face to anchor the front end of the steel pipe pre-supporting system 10 into sliding soil S that is expected to collapse. The collapse of the sliding soil S is thus prevented with the steel pipe pre-supporting system 10. The steel pipe pre-supporting system 10 is constructed before a loosening area A arising in the ground in front of the working face reaches the soil S. The front end of the steel pipe pre-supporting system 10 is anchored to a compressed area of the sliding soil S.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：稳定斜坡，从隧道掘进中隧道内部的塌方引起关注。
解决方案：从隧道T的内部，在工作面前面的上侧地面上构造钢管预支撑系统10，以将钢管预支撑系统10的前端锚固到滑动土中预计S将崩溃。因此，通过钢管预支撑系统10可以防止滑动土壤S的塌陷。钢管预支撑系统10在工作面前方的地面中露出的松动区域A到达土壤S之前构造。钢管预支撑系统10的前端锚固到滑动土壤S的压缩区域。版权所有（C）2010，JPO＆INPIT

5. 发明专利

JP2010072696A Operation management system for vehicle 审中-公开
标题翻译：车辆操作管理系统
公开(公告)号：JP2010072696A
公开(公告)日：2010-04-02
申请号：JP2008236406
申请日：2008-09-16
申请人： Shimizu Corp , 清水建設株式会社
发明人： NAGASAWA MASAAKI , KAWASAKI HIROTAKA , YOSHIOKA RYOICHI
IPC分类号： G08G1/00 , G06Q50/00 , G06Q50/28 , G08G1/13 , G08G1/137
摘要： PROBLEM TO BE SOLVED: To provide an operation management system for a vehicle by which the operation of conveyance vehicles can be managed in accordance with present status. SOLUTION: The operation management system of the vehicle is provided with: an in-vehicle device (a) including a means for performing information communication, a means for acquiring self-current location information, a display means, an input means, a means for transmitting the acquired current location information and input freight information, and a means for receiving and displaying the unloading place information of the freight transmitted from the operation management device; and an operation management device (b) including a means for receiving the current location information and the freight information, a map database for preliminarily storing the map information, a means for reading the map information of the periphery of the current location of the in-vehicle unit from the map database based on the received current location information, and for overlapping the current location information and the freight information on the map information for display; and a means for transmitting the unloading place information of the freight to the in-vehicle unit. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种可以根据现状管理输送车辆的操作的车辆的操作管理系统。解决方案：车辆的操作管理系统设置有：车载设备（a），包括用于执行信息通信的装置，用于获取自身位置信息的装置，显示装置，输入装置，用于发送所获取的当前位置信息和输入货运信息的装置，以及用于接收和显示从操作管理装置发送的货物的卸货地点信息的装置; 以及包括用于接收当前位置信息和货运信息的装置的操作管理装置（b），用于预先存储地图信息的地图数据库，用于读取地图信息的当前位置的周边的地图信息的装置，基于所接收的当前位置信息从地图数据库中获取车辆单元，并且将当前位置信息和货运信息重叠在地图信息上以供显示; 以及用于将货物的卸载地点信息发送到车载单元的装置。版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2005042446A Elastic modulus deriving method, elastic modulus deriving device, program and ground construction method 审中-公开
标题翻译：弹性模量衍生方法，弹性模量传递装置，程序和地面构造方法
公开(公告)号：JP2005042446A
公开(公告)日：2005-02-17
申请号：JP2003278623
申请日：2003-07-23
申请人： Shimizu Corp , 清水建設株式会社
发明人： KAWASAKI HIROTAKA , SARAUMI AKIO , NAGASAWA MASAAKI
IPC分类号： E02D1/00 , E02D3/026 , G01N3/40
摘要： PROBLEM TO BE SOLVED: To derive an elastic modulus of the ground by relatively easy work. SOLUTION: A load value and displacement of a time series by a FWD test are acquired by a load acquiring part 210 and a displacement acquiring part 210. The corresponding relationship of the both is derived from a load and the displacement measured by the FWD test, and the shift processing of the relationship between the load and the displacement is performed by a load displacement relationship shift part 240 so as to remove an influential part such as an end surface error from the corresponding relationship. An elastic modulus deriving part 250 derives the elastic modulus on the basis of the relationship between the load and the displacement shifted by the load displacement relationship shift part 240. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过相对容易的工作导出地面的弹性模量。解决方案：负载值和通过FWD测试的时间序列的位移由负载获取部分210和位移获取部分210获得。两者的对应关系是从负载导出的，并且由 FWD测试，并且通过负载位移关系偏移部240执行负载与位移之间的关系的偏移处理，以便从对应关系中去除诸如端面误差的影响部分。弹性模量导出部件250基于载荷与由载荷位移关系偏移部件240移动的位移之间的关系导出弹性模量。（C）2005，JPO和NCIPI

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