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1. 发明专利

JP2013053871A Quality evaluation method and quality evaluation device 审中-公开
标题翻译：质量评估方法和质量评估装置
公开(公告)号：JP2013053871A
公开(公告)日：2013-03-21
申请号：JP2011190847
申请日：2011-09-01
申请人： Kajima Corp , 鹿島建設株式会社 , Central Giken:Kk , 株式会社セントラル技研
发明人： FUJISAKI KATSUTOSHI , YOSHIDA TERU , KAWANO KENICHI , KOIZUMI YU , ONODA KAZUYA , IKEJIRI TAKESHI
IPC分类号： G01N3/00 , G01N3/30 , G01N29/12
摘要： PROBLEM TO BE SOLVED: To provide a quality evaluation method and a quality evaluation device, capable of facilitating the quality evaluation of an underwater base rock or rock.SOLUTION: A quality evaluation method for evaluating the quality of an underwater base rock R that comes from nature includes: an acceleration data acquisition process for allowing a hitting surface 11d of a hammer 11 having an acceleration sensor 11b and the spherical hitting surface 11d to collide with the base rock R existing on the sea bottom to acquire acceleration data to be obtained with the acceleration sensor 11b; a deformation characteristic calculation process for allowing a computer 23 to calculate the deformation characteristics of the base rock R by using the elastic contact theory of Hertz on the basis of the acceleration data; and a quality determination process for allowing the computer 23 to determine the quality of the base rock R on the basis of the deformation characteristics acquired in the deformation characteristic calculation process.
摘要翻译：要解决的问题：提供能够促进水下基础岩石或岩石的质量评价的质量评价方法和质量评价装置。解决方案：用于评估自然界的水下基础岩石R的质量的质量评估方法包括：加速度数据获取处理，用于允许具有加速度传感器11b的锤11的击球面11d和球形击球面 11d与存在于海底的基岩R碰撞以获得用加速度传感器11b获得的加速度数据; 变形特性计算处理，用于使计算机23基于加速度数据使用赫兹的弹性接触理论来计算基础岩石R的变形特性; 以及质量确定处理，用于允许计算机23基于在变形特性计算处理中获取的变形特性来确定基础岩石R的质量。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2010007459A Structure for preventing lateral flow of ground 审中-公开
标题翻译：防止地下水流的结构
公开(公告)号：JP2010007459A
公开(公告)日：2010-01-14
申请号：JP2009195327
申请日：2009-08-26
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KITAMOTO YUKIYOSHI , YOSHIDA TERU , KOBAYASHI KAZUMI , OKAMOTO MICHITAKA , UEMOTO KATSUHIRO , KATO KOJI , MIYAMOTO HISASHI
IPC分类号： E02D27/28 , E02D3/12 , E02D5/04 , E02D5/10
摘要： PROBLEM TO BE SOLVED: To provide a structure for preventing the lateral flow of the ground that can reduce a construction period and a construction cost by reducing an improved area of the ground after securing an improving effect on the lateral flow of the ground almost equally to or better than a conventional method of uniform construction over the whole object area. SOLUTION: The lateral flow preventing structure for preventing the lateral flow of the ground by soil improvement is installed in front of a soil improving body directly under a structure, for instance. Unimproved areas 6 of elliptic shape or the like in a plan view are interspersed in the improved area 5, and arches 7 are formed in a flow direction x in the improved area 5 by the shape of the unimproved areas 6. The arches of the improved area 5 are composed of precast block frames, blocks for improvement or sheet piles. Horizontal load F is resisted by the whole of such a soil improving body 4. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于通过在确保对地面的横向流动的改善作用之后减小地面的改善面积来提供防止地面横向流动的结构，其可以减少施工周期和施工成本几乎等同于或优于在整个物体区域上均匀构造的常规方法。解决方案：例如，通过土壤改良来防止地面侧向流动的侧流防止结构安装在直接在结构下的土壤改良体的前面。平面图中椭圆形等的未经改进的区域6分散在改进区域5中，并且通过未改进区域6的形状在改进区域5中沿流动方向x形成拱门7.改进的拱形区域5由预制块框架，改进块或板桩组成。水平载荷F受整个土壤改良体4的抵抗。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2009228352A Strength property measuring method, strength property measuring device, and program 有权
标题翻译：强度属性测量方法，强度属性测量设备和程序
公开(公告)号：JP2009228352A
公开(公告)日：2009-10-08
申请号：JP2008077074
申请日：2008-03-25
申请人： Central Giken:Kk , Kajima Corp , 株式会社セントラル技研 , 鹿島建設株式会社
发明人： KITAMOTO YUKIYOSHI , YOSHIDA TERU , IKEJIRI KEN , UNNO TADAYUKI , GO KAYO
IPC分类号： E02D1/00
摘要： PROBLEM TO BE SOLVED: To provide a strength property measuring method etc. capable of accurately and efficiently measuring a strength property of various ground materials in situ. SOLUTION: A measurer inputs known data via an input part 25 of a computer 5 (Step 101). When the measurer lifts a rigid body 1 to a predetermined height and allows it to fall freely onto the ground material 3 (Step 102), an acceleration sensor 7 measures the acceleration of the rigid body 1 (Step 103). A control part 21 of the computer 5 performs the process etc. for reducing the noise of the measurement results stored in a memory part 22 (Step 104). Next, the control part 21 of the computer 5 obtains a deformation coefficient and a strength parameter of each measurement by a theoretical formula based on the measurement results (Step 105). To be specific, the deformation coefficient is calculated by the theoretical formula based on the impact theory by Hertz. The strength parameter is calculated by the theoretical formula based on the cavity expansion theory by Vesic. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供能够准确有效地测量各种原料的强度性能的强度性能测量方法等。
解决方案：测量器经由计算机5的输入部分25输入已知数据（步骤101）。当测量器将刚体1提升到预定高度并允许其自由落在研磨材料3上时（步骤102），加速度传感器7测量刚体1的加速度（步骤103）。计算机5的控制部分21执行用于减少存储在存储器部分22中的测量结果的噪声的处理等（步骤104）。接下来，计算机5的控制部21基于测定结果，通过理论式求出各测量的变形系数和强度参数（步骤105）。具体来说，变形系数由基于赫兹的影响理论的理论公式计算。强度参数由Vesic基于腔膨胀理论的理论公式计算。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2009114769A Water leakage part-freezing device and water stopping method of water leakage part 有权
标题翻译：水泄漏部件冷冻装置和水泄漏部分的停水方法
公开(公告)号：JP2009114769A
公开(公告)日：2009-05-28
申请号：JP2007290479
申请日：2007-11-08
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YOSHIDA TERU , UEMOTO KATSUHIRO , TAKIMOTO KUNIHIKO
IPC分类号： E02D3/115 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a press type simplified freezing device which can be used for stopping a small-scale water leak from the ground or a structure even when a water leakage part is not flat or even in a narrow space, is simple and lightweight, and has high cooling efficiency, and a water stopping method using the freezing device.
SOLUTION: A plurality of freezing pipes 9 are installed circumferentially around the lower end outer periphery of a pressure container 3 of the freezing device 1, and combined with the pressure container 3 by a band 15 at several points in the circumferential direction. The freezing pipes 9 are covered with a heat conductive material 17, and when a refrigerant 25 flows into a refrigerant introduction pipe 13, the refrigerant 25 flows through the inside of the freezing pipes 9 around the pressure container 3. The freezing pipes 9 are cooled by the refrigerant to cool and freeze a part to be cooled through the heat conductive material 17.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：解决的问题：为了提供即使在漏水部分不平坦或甚至在狭窄的空间中也能够用于停止地面或结构的小规模漏水的按压型简化冷冻装置，简单轻便，冷却效率高，采用冷冻装置的止水方式。解决方案：多个冷冻管9围绕冷冻装置1的压力容器3的下端外周周向安装，并通过带15在圆周方向上的几个点与压力容器3组合。冷冻管9被导热材料17覆盖，并且当制冷剂25流入制冷剂导入管13时，制冷剂25在压力容器3周围流过冷冻管9的内部。冷冻管9被冷却通过制冷剂冷却并冷冻通过导热材料17冷却的部件。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2009030395A Surface layer treatment bag body of weak ground 有权
标题翻译：表面层处理袋体弱点
公开(公告)号：JP2009030395A
公开(公告)日：2009-02-12
申请号：JP2007197250
申请日：2007-07-30
申请人： Ashimori Ind Co Ltd , Kajima Corp , 芦森工業株式会社 , 鹿島建設株式会社
发明人： KITAMOTO YUKIYOSHI , YOSHIDA TERU , TOYOSHIMA SEIJI , OKAMOTO MICHITAKA , KARASAKI KAZUTAKA , GOTO JUNICHI , MIHARA YOSHIMI
IPC分类号： E02D3/00
摘要： PROBLEM TO BE SOLVED: To provide a surface layer treatment bag body of the weak ground, capable of assembling and disassembling at a job site, easy in carrying, capable of freely setting a pitch of a cylindrical member, and installable in a free layout.
SOLUTION: A surface layer treatment material of the weak ground is composed of the cylindrical member used by injecting and hardening a self-hardening fluid into an inside part, and a sheet-like reinforcing material arranged on an upper surface or an under surface of the cylindrical member. At least a pair of opposed opening parts 11 are formed in a cylindrical textile 1, and an opening edge part and a cylindrical body 2 are joined by penetrating the cylindrical body 2 through this opening part 11, and a through-member 3 is inserted inside the cylindrical body 2, and is formed in a grating shape.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够在作业现场组装和拆卸的弱地面的表层处理袋体，易于携带，能够自由地设定圆筒形构件的间距，并可安装在免费布局。解决方案：弱地面的表层处理材料由通过将自硬化流体注入并固化到内部而使用的圆柱形构件和布置在上表面或下面的片状增强材料构成圆柱形构件的表面。至少一对相对的开口部分11形成在圆筒形织物1中，并且开口边缘部分和圆柱形主体2通过穿过该开口部分11的圆柱形主体2而接合，并且贯穿构件3插入到内部圆筒体2形成为格子状。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2008196211A Soil improving method 有权
标题翻译：土壤改良方法
公开(公告)号：JP2008196211A
公开(公告)日：2008-08-28
申请号：JP2007032931
申请日：2007-02-14
申请人： Kajima Corp , 鹿島建設株式会社
发明人： OKAMOTO MICHITAKA , KITAMOTO YUKIYOSHI , WAKABAYASHI TAKAKO , YOSHIDA TERU , UEMOTO KATSUHIRO , TAKAYAMA HARUO , SATO KENJI , ONO KAORU , KITADA KENSUKE , MIZUTANI HITOSHI , UKITA KAZUTOSHI
IPC分类号： E02D3/00 , B09B3/00 , E02D17/18
CPC分类号： Y02W30/78
摘要： PROBLEM TO BE SOLVED: To provide a soil improving method allowing large-scale recycling of wood from cutting disposed of as industrial waste in the past. SOLUTION: Small pieces of a wood-based waste material are coated using a coating material such as viscous cement paste, viscous asphalt emulsion or chemical resin, and the coated small pieces and a soil material are mixed to obtain a mixed material. The mixed material is used to improve soil. To improve soil, the mixed material is installed on a slope face and an upper face of mounded soil formed using a banking material which is solely a soil material. Alternatively, a mixed material with a large mixing ratio of small pieces is installed on a slope face and an upper face of mounded soil formed using a mixed material with a small mixing ratio of small pieces. There is also a case of installing a mixed material in a surface layer of the ground and installing a banking material which is solely a soil material, on the upper face of the mixed material. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种土壤改良方法，可以使木材从过去作为工业废弃物处理而成的大规模回收利用。
解决方案：使用粘性水泥浆，粘性沥青乳液或化学树脂等涂层材料涂覆小块木材废料，并将涂覆的小块和土壤材料混合以获得混合材料。混合材料用于改善土壤。为了改善土壤，将混合材料安装在仅使用土壤材料的银行材料形成的倾斜土壤的坡面和上表面上。或者，将小块混合比例混合的混合材料安装在使用小块混合比小的混合材料形成的堆积土的倾斜面和上表面上。还有一种情况是在混合材料的上表面上在地表的表面层中安装混合材料并安装仅作为土壤材料的银行材料。版权所有（C）2008，JPO＆INPIT

7. 发明专利

JP2004156379A Earth retaining cut-off structure and earth retaining cut-off method 有权
公开(公告)号：JP2004156379A
公开(公告)日：2004-06-03
申请号：JP2002325013
申请日：2002-11-08
申请人： Kajima Corp , Seiken Co Ltd , 株式会社精研 , 鹿島建設株式会社
发明人： YOSHIKAWA TADASHI , HAYAKAWA YASUYUKI , SASAKI YUKINOBU , TAKIMOTO KUNIHIKO , YOSHIDA TERU , UEMOTO KATSUHIRO , MIYAJIMA SUMIO , FUKAISHI TAMIYUKI , IZUTA HISAO
IPC分类号： E21D9/06 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide an earth retaining cut-off structure and an earth retaining cut-off method capable of very safely carrying out work of a widening section by enhancing freezing force (shearing force) and freezing separation resistance force in an abutting section of an earth retaining cut-off wall of frozen soil and tunnel lining materials to prevent the collapse of the earth retaining cut-off wall and the deformation and displacement of the lining materials.
SOLUTION: Shield holes 1 and 1 are bored in parallel with each other. The earth retaining cut-off wall 2 of frozen soil is formed between the shield holes 1 and 1. Both ends 2a and 2a of the earth retaining cut-off wall 2 are respectively abutted on skin plates 3a of steel shelled segments 3 installed as the lining materials of the shield holes 1 and 1. Dowels 4 are projected to the abutting section of both ends 2a and 2a of the earth retaining cut-off wall 2 and the skin plates 3a of the steel shelled segments 3.
COPYRIGHT: (C)2004,JPO

8. 发明专利

JP2015028254A 道路段差対策工法における空洞の充填方法审中-公开
标题翻译：道路填充方法步骤计数测量方法
公开(公告)号：JP2015028254A
公开(公告)日：2015-02-12
申请号：JP2013157706
申请日：2013-07-30
申请人：鹿島建設株式会社 , Kajima Corp
发明人： MIKAMI HIROMICHI , KITAMOTO YUKIYOSHI , YOSHIDA TERU , OKAMOTO MICHITAKA , OBARA TAKASHI
IPC分类号： E01C3/00 , E01C7/32 , E01C23/10
摘要：【課題】地盤沈下が生じた際に生じる、原地盤と対策構造物との間の空洞を合理的に充填することができ、その結果、地震後、比較的長期にわたり対策道路を使用することになった場合にも、対策道路の機能を確保でき、また、余震や降雨等による周辺地盤の沈下も軽減することができる道路段差対策工法における空洞の充填方法を提供する。【解決手段】道路段差対策工法での段差発生が予想される、原地盤1と地中構造物2の境界部に注入管4を設置した袋体5を埋設しておき、段差発生後に注入管4を通して袋体5の内部に充填材6を注入する。【選択図】図3
摘要翻译：要解决的问题：为了提供一种道路步骤对策施工方法中的空腔填充方法，其能够确保采取对策的道路的功能，并且能够通过余震和降雨来减少甚至周围的地面沉降，当由于能够合理填充原始地面之间的空腔和在地面沉降造成的对策结构之间，使用在地震后较长时间内采取对策的道路。解决方案：埋葬袋体5在原始地面1的边界部分安装注射管4和预期在道路步骤对策施工方法中产生台阶差的地下结构2，填料6经由注射管 4后生成步差。

9. 发明专利

JP2013217040A Design support system and road reinforcement structure 有权
标题翻译：设计支持系统和道路加固结构
公开(公告)号：JP2013217040A
公开(公告)日：2013-10-24
申请号：JP2012086396
申请日：2012-04-05
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MIKAMI HIROMICHI , YOSHIDA TERU , FUJISAKI KATSUTOSHI , OKAMOTO MICHITAKA , KADOWAKI KANAME , YOSHIDA HIROSHI , NAOI TOMOHARU
IPC分类号： E01C1/00
摘要： PROBLEM TO BE SOLVED: To design a road reinforcement structure for reliably securing vehicle traveling even just after earthquakes.SOLUTION: A design support system 1 supports design of a road reinforcement structure 51 including an improved soil layer 71 and sheet-like reinforcements 73 holding the improved soil layer 71 therebetween. The design support system 1 comprises a lower limit value calculation section 7, an upper limit value calculation section 17 and a specification parameter range presentation section 9. The lower limit value calculation section 7 calculates a lower limit value of a predetermined specification parameter from a first condition that an average gradient of the reinforcement structure 51 caused by a step of an original ground 53 does not exceed a predetermined critical gradient. The upper limit value calculation section 17 calculates an upper limit value of the specification parameter from a second condition that the reinforcement 73 is not destroyed by a tensile stress caused by deformation of the reinforcement structure 51. The specification parameter range presentation section 9 presents a range of the specification parameter based on the lower limit value and the upper limit value. The specification parameter is a parameter representing a ratio of a Young's modulus (Ec) of the reinforced soil layer and a Young's modulus (Eg) of the reinforcements.
摘要翻译：要解决的问题：设计用于可靠地确保在地震之后的车辆行驶的道路加固结构。解决方案：设计支撑系统1支持设计包括改进的土壤层71的路面加固结构51和保持改善了土壤层71。设计支持系统1包括下限值计算部7，上限值计算部17以及规格参数范围表示部9.下限值运算部7从第1位置计算出规定的规格参数的下限值条件是由原始地面53的台阶引起的加强结构51的平均梯度不超过预定的临界梯度。上限值计算部17从加强结构51的变形引起的拉伸应力不会破坏加强件73的第二条件，计算规格参数的上限值。规格参数范围表示部9具有范围基于下限值和上限值的规格参数。规格参数是表示增强土层的杨氏模量（Ec）与增强材料的杨氏模量（Eg）之比的参数。

10. 发明专利

JP2013147855A Reinforcing structure and method for road 有权
标题翻译：加固结构和道路方法
公开(公告)号：JP2013147855A
公开(公告)日：2013-08-01
申请号：JP2012009195
申请日：2012-01-19
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YOSHIDA TERU , MIKAMI HIROMICHI , KITAMOTO YUKIYOSHI , FUJISAKI KATSUTOSHI , OKAMOTO MICHITAKA , SAITO JUN
IPC分类号： E01C3/00
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure and method for a road, in which clearances between reinforcing bodies can be properly filled with a filler when reinforcing the road in such a manner that the reinforcing bodies are arrayed therein.SOLUTION: A reinforcing structure 1 for a road includes a plurality of reinforcing bodies 21 which are arrayed and embedded approximately in parallel under a road 100 while extending in a road travelling direction, and a reinforcing body fixing part 22 for fixing the mutual position relation of the reinforcing bodies 21 in an arraying direction. Each of the reinforcing bodies 21 has an elongated bag body 21a extending in the road travelling direction, and a compression resistant body 21b formed with curable material filled in the elongated bag body 21a and cured. The reinforcing body fixing part 22 has a compression resistant body 22b formed with curable material filled between the reinforcing bodies 21 and cured, and located between the reinforcing bodies 21.
摘要翻译：要解决的问题：提供一种用于道路的加强结构和方法，其中当以增强体排列在其中的方式加强道路时，可以在加强体之间适当地填充加强体之间的间隙。解决方案：加强结构如图1所示，在道路行驶方向上延伸的同时沿路面100大致平行排列并嵌入的多个增强体21，以及用于将增强体21的相互位置关系固定在一起的加固体固定部22 排列方向。每个加强体21具有沿道路行进方向延伸的细长袋体21a和形成有可固化材料的抗压体21b，该固化材料填充在细长袋体21a中并固化。加固体固定部分22具有由可固化材料形成的耐压体22b，该可固化材料填充在增强体21之间并被固化，并位于增强体21之间。

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