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51. 发明专利

JP2009179944A Concrete placing control method and concrete placing system 有权
标题翻译：混凝土配置控制方法和混凝土配置系统
公开(公告)号：JP2009179944A
公开(公告)日：2009-08-13
申请号：JP2008017294
申请日：2008-01-29
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NAGAMORI KUNIHIRO , ICHIJO MASARU , TOIDA KATSU , KOBAYASHI TAKASHI , NUMAMIYAUCHI KATSUMI , SASAKI TAKAHIRO , CHIBA HITOSHI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a method for controlling the lining thickness of uncured concrete before the removal of forms in a cast-in-place lining method.
SOLUTION: An oscillator 29 using a supermagnetostrictive element, and a receiving device 27 are installed in an inner form 13. Undulations, which are generated from the oscillator 29 and reflected from a boundary layer between the concrete 21 and natural ground 19, are received by the receiving device 27; and the lining thickness of the concrete 21 is calculated by the arrival time of the undulations. The lining thickness acquired by measurement is compared with a span of control of set lining thickness. When the lining thickness acquired by the measurement falls out of the span of the control of the set lining thickness, placing pressure applied to the concrete 21 is controlled by controlling the pressure of a press jack 9, and the amount of the concrete 21 to be supplied is controlled by controlling the number of revolutions of a placing pump. The lining thickness of the concrete 21 can be controlled by controlling the placing pressure on the concrete 21 and the amount of the concrete 21 to be supplied.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种在现浇衬里方法去除形式之前控制未固化混凝土的衬里厚度的方法。解决方案：使用超磁致伸缩元件的振荡器29和接收装置27以内部形式安装13.从振荡器29产生并从混凝土21和自然地面19之间的边界层反射的凹凸，由接收装置27接收; 并且通过起伏的到达时间来计算混凝土21的衬里厚度。通过测量获得的衬里厚度与设定衬里厚度的控制范围进行比较。当通过测量获得的衬里厚度落在设定衬里厚度的控制范围之内时，通过控制压力机顶杆9的压力和混凝土21的量来控制施加到混凝土21的施加压力通过控制放置泵的转数来控制供给。可以通过控制混凝土21上的放置压力和要供应的混凝土21的量来控制混凝土21的衬里厚度。版权所有（C）2009，JPO＆INPIT

52. 发明专利

JP2009035886A Compaction soil layer forming method 有权
标题翻译：压实土层形成方法
公开(公告)号：JP2009035886A
公开(公告)日：2009-02-19
申请号：JP2007199540
申请日：2007-07-31
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KOBAYASHI KAZUMI , TOIDA KATSU , NAKAJIMA MAKOTO
IPC分类号： E02D3/026
摘要： PROBLEM TO BE SOLVED: To provide a compaction soil layer forming method capable of forming a compaction soil layer formed by compacting a water ground material with enough high density with high work efficiency even if an area where rolling compaction work using a rolling compact roller cannot be performed exists on a work execution surface.
SOLUTION: This compaction soil layer forming method includes a sprinkling process of sprinkling a ground material over the substantially horizontal surface; and a paving and leveling process of paving and leveling the sprinkled ground material to be uniform in thickness; and a rolling compaction process of compacting the paved and leveled ground material 18 by a rolling compaction roller 20a, wherein the method includes a spraying process of spraying the ground material to a spray area including a rolling compaction disabled area 30a of the rolling compaction roller 20a on a work execution surface 11a before the sprinkling process to form a spray execution part 15.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够形成压实土层的压实土层形成方法，即，即使使用轧制压实体进行碾压加工的区域，也能够以高效率，高密度地压实水研磨材料而形成的压实土层不能在工作执行面上存在滚筒。解决方案：该压实土层形成方法包括在基本上水平的表面上喷洒研磨材料的喷洒过程; 以及将喷洒的研磨材料铺平并调平以使其厚度均匀的铺路和调平过程; 以及通过轧制压实辊20a压实铺设和平整的研磨材料18的轧制压实方法，其中该方法包括将研磨材料喷射到包括轧制压实辊20a的轧制压实残余区域30a的喷涂区域的喷涂工艺在喷洒处理之前的工作执行表面11a上形成喷雾执行部分15.版权所有（C）2009，JPO＆INPIT

53. 发明专利

JP2007256026A Flow direction/flow rate measuring method and system for low flow rate groundwater 有权
标题翻译：流量方向/流量测量方法和低流量地下水系统
公开(公告)号：JP2007256026A
公开(公告)日：2007-10-04
申请号：JP2006079749
申请日：2006-03-22
申请人： Kajima Corp , Makoto Nishigaki , Tokai Univ , Toshiba Corp , 学校法人東海大学 , 株式会社東芝 , 誠西垣 , 鹿島建設株式会社
发明人： IWANO KEITA , TOIDA KATSU , TANAKA MAYUMI , NISHIGAKI MAKOTO , OE TOSHIAKI , SATO KOKICHI
IPC分类号： G01P5/20 , G01P13/00
摘要： PROBLEM TO BE SOLVED: To provide a method and a system allowing to measure the flow direction and flow rate of low flow rate groundwater with high precision and easily.
SOLUTION: A measuring section 3 partitioned by a pair of packers 11, 12 is formed at the depth of low flow rate groundwater within an underground boring 2. The groundwater G within the section 3 is replaced with a liquid W having a predetermined density, and tracer particles S having the same density as the liquid W are allowed to flow into the section 3. The floating three-dimensional position of the tracer particles S is continuously detected by position detecting sensors 30a, 30b supported by the packer 11 or 12. The flow direction and flow rate of the groundwater G are measured from a temporal change in the detected value of the floating three-dimensional position. Preferably, an inflow path 21 to the section 3 for the tracer particles S includes a storage tank 20 for storing the tracer particles S together with the liquid W, allowing the tracer particles S floating within the storage tank 20 to selectively flow into the section 3. More preferably, the temperature and pressure in the section 3 are measured to correct the density of the liquid W with the measured temperature and pressure values, and the tracer particles S with its density corrected are allowed to flow thereinto.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够高精度且容易地测量低流量地下水的流动方向和流量的方法和系统。解决方案：在地下钻孔2内的低流量地下水的深度处形成有由一对封隔器11,12隔开的测量部分3.在部分3内的地下水G被替换为具有预定密度和与液体W密度相同的示踪剂颗粒S被允许流入部分3.示踪颗粒S的浮动三维位置由位于位于位置的传感器30a，30b由封隔器11支撑或连续检测，从浮动三维位置的检测值的时间变化来测量地下水G的流动方向和流量。优选地，用于示踪颗粒S的部分3的流入路径21包括用于将示踪剂颗粒S与液体W一起存储的储存罐20，允许在储罐20内漂浮的示踪颗粒S选择性地流入区段3 更优选地，测量部分3中的温度和压力以用测量的温度和压力值校正液体W的密度，并且允许其密度校正的示踪剂颗粒S流入其中。版权所有（C）2008，JPO＆INPIT

54. 发明专利

JP2007256025A Method and apparatus for detecting dissolved oxygen in underground water 有权
标题翻译：用于检测地下水中溶解氧的方法和装置
公开(公告)号：JP2007256025A
公开(公告)日：2007-10-04
申请号：JP2006079748
申请日：2006-03-22
申请人： Kajima Corp , Makoto Nishigaki , Tokai Univ , Toshiba Corp , 学校法人東海大学 , 株式会社東芝 , 誠西垣 , 鹿島建設株式会社
发明人： TOIDA KATSU , RIN BUUN KEN , TANAKA MAYUMI , OE TOSHIAKI , NISHIGAKI MAKOTO , SUZUKI TAKEHIKO , SATO KOKICHI
IPC分类号： G01N21/76 , G01N33/18
摘要： PROBLEM TO BE SOLVED: To provide a method for simply and rapidly detecting dissolved oxygen at the origin position of underground water, and a dissolved oxygen detector.
SOLUTION: The hole inner section 9 partitioned by a pair of packers 6 and 7, at least one of which has an optical sensor 10 attached thereto, is formed at the depth 4 of the underground water 2 in a boring hole 3. After it is detected that the hole inner section 9 is replaced with the underground water 2 at the depth 4 by a detector 14, an emission reagent 17 emitting light upon the reaction with oxygen is charged in the hole inner section 9 by a charging device 13. The output of the optical sensor 10 is input to a detector 12 and the dissolved oxygen in the underground water 2 at the depth 4 is detected by the detector 12. Preferably, the emission reagent 17 comprises a mixture of luciferin, luciferase, magnesium ions and ATP or a solution prepared by dissolving the mixture in deoxidized water. For example, a feed-in means for feeding the emission reagent 17 in the section 9 from the ground by a non-oxygen gas can be added to the charging device 13.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种简单快速地检测地下水原始位置的溶解氧的方法和溶解氧检测器。解决方案：在钻孔3中的地下水2的深度4处形成由一对封隔器6和7分隔开的孔内部9，其中至少一个具有安装有光学传感器10的封隔器6和7。在通过检测器14检测到深孔4中的孔内部部分9被地下水2置换后，与氧反应发光的发射试剂17通过充电装置13被填充到孔内部部分9中光学传感器10的输出被输入到检测器12，探测器12检测深度为4的地下水2中的溶解氧。优选地，发射试剂17包括荧光素，荧光素酶，镁离子和ATP或通过将混合物溶解在脱氧水中制备的溶液。例如，可以向充电装置13添加用于通过非氧气将来自地面的部分9中的发射试剂17供给的馈入装置。（C）2008，JPO＆INPIT

55. 发明专利

JP2007031214A Spray method 有权
标题翻译：喷雾法
公开(公告)号：JP2007031214A
公开(公告)日：2007-02-08
申请号：JP2005217787
申请日：2005-07-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KOBAYASHI KAZUMI , SASAKURA TAKESHI , TANAKA TOSHIYUKI , NAKAJIMA MAKOTO , YOKOZEKI KOSUKE , WATANABE KENZO , SAKATA NOBORU , TOIDA KATSU
IPC分类号： C04B28/02 , C04B14/06 , C04B14/10 , C04B14/38 , C04B16/06 , C04B22/10 , C04B24/02 , E02D17/20 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To form a waterproof layer on a wall surface excellently by surely depositing a material used for a spray method on the vertically provided wall surface. SOLUTION: In the formation of the waterproof layer on the inside surface of a waterproof wall 2 to be worked, a net member 4 is placed along the inside surface of the waterproof wall 2. After that, a bentonite base material added to water is sprayed with compressed air. As a liquid to be added to the bentonite based material, interlayer cation-containing water can be used in place of water. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过在垂直设置的壁表面上确定地沉积用于喷涂方法的材料，在壁表面上形成防水层。解决方案：在要加工的防水壁2的内表面上形成防水层，沿着防水壁2的内表面放置网状构件4.然后，将膨润土基材添加到水被压缩空气喷洒。作为添加到基于膨润土的材料的液体，可以使用含层间阳离子的水代替水。版权所有（C）2007，JPO＆INPIT

56. 发明专利

JP2005350980A Cut-off structure of underground tunnel 有权
标题翻译：地下隧道切断结构
公开(公告)号：JP2005350980A
公开(公告)日：2005-12-22
申请号：JP2004173539
申请日：2004-06-11
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SUYAMA YASUHIRO , TOIDA KATSU
IPC分类号： E21F15/00 , B09B1/00 , G21F9/34 , G21F9/36
摘要： PROBLEM TO BE SOLVED: To positively eliminate a space part where backfilling cannot be performed, in a tunnel, to improve safety against plug collapse in block piling construction of a cut-off plug and to eliminate high-lift excavation work at the upper part of a widened recess of a loose area.
SOLUTION: In this cut-off structure using the cut-off plug 10 in a disposal tunnel or the like for stratum disposal of radioactive waste, the edge shape of a backfilling material 4 in the tunnel 1 is formed stepwise, and bentonite blocks are piled up to each of steps 4a-4d to sequentially form steps 10a-10d from below for the respective steps 4a-4d, thus constructing the cut-off plug 10 inclined stepwise. The respective steps 10a-10d are used as a scaffolding to carry out digging work of the upper widened recessed part 3, and bentonite blocks are filled in the widened recess 3 to form a peripheral cut-off ring 11.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了确保消除在隧道中不能进行回填的空间部分，为了提高对截止塞块的打桩结构中的插头塌陷的安全性，并且消除在松散区域的加宽凹槽的上部。解决方案：在用于排放隧道等的用于放射性废物层处理的截止塞10的截止结构中，隧道1中的回填材料4的边缘形状逐步形成，并且膨润土将块堆积到每个步骤4a-4d，以从下面顺序地形成用于各个台阶4a-4d的台阶10a-10d，从而构造逐步倾斜的截止塞子10。各个步骤10a-10d用作脚手架以进行上部加宽的凹部3的挖掘工作，并且将膨润土块填充在加宽的凹部3中以形成周边切断环11.版权所有（ C）2006，JPO＆NCIPI

57. 发明专利

JP2003302465A Underground radar exploration method, device and program of frequency variable system 有权
标题翻译：地下雷达探测方法，频率可变系统的设备和程序
公开(公告)号：JP2003302465A
公开(公告)日：2003-10-24
申请号：JP2002105622
申请日：2002-04-08
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MASUMOTO KAZUHIKO , ABE TAISUKE , SUYAMA YASUHIRO , TOIDA KATSU
IPC分类号： G01V3/12 , G01S7/03 , G01S13/88
摘要： PROBLEM TO BE SOLVED: To provide an underground radar exploration method, a device and a program therefor of a frequency variable system capable of analyzing a ground structure having frequency dependency. SOLUTION: An electromagnetic wave 38 of which frequency changes at a prescribed pattern, is allowed to enter the underground 1 from a transmitter 18 on the ground surface 2, and a reflected electromagnetic wave 39 from the underground discontinuity surface 3, 4 of the electromagnetic wave 38 is received by a receiver 19 on the ground surface 2 separated at a fixed interval w from the transmitter 18, and a time delay and an amplitude change of the reflected wave 39 to the incident wave 38 are detected relative to each frequency, and the position and the reflectance of the discontinuity surface 3, 4 are calculated relative to each frequency based on the detected time delay and amplitude change. While moving the transmitter 18 and the receiver 19 kept at the fixed interval w along the ground surface 2, a cycle from incidence of the electromagnetic wave 38 to calculation of the position and the reflectance is repeated, to thereby generate a profile 26 classified by the frequency of the underground discontinuity surface 3, 4 based on calculated values of the position and the reflectance of the discontinuity surface at each incident spot. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种能够分析具有频率依赖性的地面结构的频率可变系统的地下雷达探测方法，装置及其程序。解决方案：允许以规定的模式频率变化的电磁波38从地面2上的发射器18进入地下1，并且从地下不连续表面3,4的反射电磁波39进入电磁波38由地面2上的与发射机18分开的固定间隔w的接收机19接收，并且相对于每个频率检测反射波39对入射波38的时间延迟和幅度变化，并且基于检测到的时间延迟和振幅变化，相对于每个频率计算不连续表面3,4的位置和反射率。在沿着地面2移动以固定间隔w保持的发射器18和接收器19的同时，重复从电磁波38的入射到位置的计算和反射率的循环，从而生成由基于位置的计算值和每个入射点处的不连续表面的反射率，地下不连续表面3,4的频率。版权所有（C）2004，JPO

58. 发明专利

JPH1088566A METHOD OF INJECTING BENTONITE SOLUTION TO BASE ROCK 失效
公开(公告)号：JPH1088566A
公开(公告)日：1998-04-07
申请号：JP24456396
申请日：1996-09-17
申请人： KAJIMA CORP , KUNIMINE KOGYO KK
发明人： TOIDA KATSU , YAMAMOTO TAKUJI , HIBIYA KEISUKE , ITO MASAKAZU , SHINNO MASAAKI
IPC分类号： E02D3/12 , G21F9/34
摘要： PROBLEM TO BE SOLVED: To penetrate bentonite particles into a fine crack in a base rock by pulverizing bentonite into a prescribed particle size, mixing water thereto followed by injecting into the base rock, and cleaning the returned injecting solution to control it in a prescribed state. SOLUTION: Bentonite 1 is mixed water sent from a water tank 2 by a gear pump 3 by a mortar mixer 4, the mixture is sent to a boring machine 6 by an injection pump 5 to inject it. The bentonite 1 is pulverized into a size a about 1/2 by average particle size by a jet stream type pulverizing machine without using a dispersing agent, and then mixed with water, whereby the viscosity which is the index showing the easiness of injection is reduced to about 1/2, the permeability is increased about 4 times, and such a solution is injected into a bed rock. Further, the injected solution circulated and returned from the boring hole in injection is cooled with water from the outside of a vessel to control the solution temperature to be substantially constant, whereby the improved viscosity and permeability can be kept.

59. 发明专利

JPH0762628A STRUCTURE OF WALL SUCH AS REVETMENT 失效
公开(公告)号：JPH0762628A
公开(公告)日：1995-03-07
申请号：JP21015193
申请日：1993-08-25
申请人： KAJIMA CORP
发明人： SAKUSE NOBUO , TOIDA KATSU
IPC分类号： E02B3/14
摘要： PURPOSE:To prevent natural environment from being spoiled, by a method wherein a concrete foundation is provided at the inside of a wall, cobblestones are placed on the outside of the concrete foundation, and either rubbly stones or concrete blocks are stacked against the surface of the cobblestones. CONSTITUTION:A concrete foundation 5 is provided on the surface of earth 1 at the place where a revetment or the like is formed, and the earth ] is retained. Cobblestones 2 are placed on the surface of the concrete foundation 5. Furthermore, rubbly stones 3 are stacked against the surface of space formed out of the cobblestones 2, and the earth 1 is heaped up on the top of the cobblestones 2 and on the top of a rubbly stone layer. At this time, the sides of the rubbly stones 3 each are so composed that clearances 7 are produced between rubbly stones 3 adjacent to each other in the state of masonry, and the surface of the masonry is communicated with spaces out of the cobblestones 2 through the clearances 7. When the surface of an outside wall is warmed by sunbeams, the air out of the spaces at the insides of the cobblestones 2 through the clearances 7, is allowed to flow out to the surface of the outside wall. At the same time, its phenomenon controls peripheral air temperature and humidity.

60. 发明专利

JPH056146B2 失效
公开(公告)号：JPH056146B2
公开(公告)日：1993-01-25
申请号：JP721687
申请日：1987-01-14
申请人： KAJIMA CORP
发明人： HIRONO SUSUMU , TOIDA KATSU , MIZOBUCHI TOSHIAKI
IPC分类号： G01B17/00 , G01N29/00 , G01N29/04 , G01N29/44

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