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1. 发明专利

JP2005090132A New material concrete wall and construction method for new material concrete wall 有权
标题翻译：新材料混凝土墙体新材料墙体及施工方法
公开(公告)号：JP2005090132A
公开(公告)日：2005-04-07
申请号：JP2003326516
申请日：2003-09-18
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KOBAYASHI TAKASHI , KATO MAKOTO , MANABE SATOSHI , ONO TAIGA , SASAKI YUKINOBU , YOSHIKAWA TADASHI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a new material concrete wall and a construction method for the new material concrete wall, causing no inconvenience by a large crack of a base material, even if the wall thickness becomes thin by cutting by a shield machine.
SOLUTION: The new material concrete wall 5 with concrete as the base material 6 by using a reinforcing material made of fiber reinforced plastic, is arranged in a part of the wall 3 of a starting shaft 1 of the shield machine 7. A mat 9 of a construction material having strength lower than the base material 6, is arranged along the ground 11 on the natural ground side 17 on the new material concrete wall 5, and the natural ground 17 side base material 6 is formed in a grating shape composed of a horizontal member 21 and a vertical member 19.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供新的材料混凝土墙和新的混凝土墙的施工方法，即使通过用屏蔽物切割壁厚变薄，也不会引起基材的大裂纹的不便机。解决方案：通过使用由纤维增强塑料制成的增强材料的混凝土作为基材6的新材料混凝土墙5布置在屏蔽机7的起始轴1的壁3的一部分中。具有强度低于基材6的结构材料的垫9沿着新材料混凝土墙5上的自然地面17上的地面11布置，并且自然地面17侧基材6形成为格子形状由水平构件21和垂直构件19组成。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2010133193A Excavating machine and excavation method for ground 有权
标题翻译：挖掘机和挖掘方法
公开(公告)号：JP2010133193A
公开(公告)日：2010-06-17
申请号：JP2008312212
申请日：2008-12-08
申请人： Kajima Corp , 鹿島建設株式会社
发明人： ICHIHARA YUKIO , ONO TAIGA , KATO MAKOTO
IPC分类号： E21D9/08
摘要： PROBLEM TO BE SOLVED: To provide an excavating machine and an excavation method for a ground, which can secure a transfer space of excavated earth and sand and which therefore make possible easy transfer of the earth and sand. SOLUTION: The excavating machine 1 includes an open-type propulsive box body 2 which is buried in the ground while being driven by a drive jack in the ground. A support frame 3 is provided upright inside the open-type propulsive box body 2, and excavation heavy equipment 4 is provided on the support frame 3. A Schaeff loader 5 is provided in the lower position of the support frame 3. Then the excavation of a working face is performed by the excavation heavy equipment 4, and the fallen earth and sand is collected by the Schaeff loader 5. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于地面的挖掘机和挖掘方法，其可以确保挖掘的土沙的传送空间，从而可以容易地传送泥土和沙子。解决方案：挖掘机1包括一个开放式推进箱体2，它被地面上的驱动千斤顶驱动而埋在地面上。在开式推进箱体2的内部竖立设置支撑框架3，在支承框架3上设置有挖掘重型装置4.在支承框架3的下方设置有舍弗装载器5。挖掘重型设备4执行工作面，舍弗装载机5收集堕落的土砂。（C）2010年，JPO＆INPIT

3. 发明专利

JP2008026115A Fluidity testing device for sediment, and fluidity test method for sediment 有权
标题翻译：流体流动性测试装置及流体测试方法
公开(公告)号：JP2008026115A
公开(公告)日：2008-02-07
申请号：JP2006198146
申请日：2006-07-20
申请人： Kajima Corp , Kazuhito Komiya , 一仁小宮 , 鹿島建設株式会社
发明人： NAGATANI HIDEMOTO , SHIRAI SHUNSUKE , KURONUMA IZURU , ONO TAIGA , IGARASHI HIROMASA , NAGAMORI KUNIHIRO , KOMIYA KAZUHITO
IPC分类号： G01N11/12
摘要： PROBLEM TO BE SOLVED: To provide a fluidity testing device for sediment and a fluidity test method for sediment capable of performing fluidity evaluation suitable for pump pressure feeding, evaluating quantitatively fluidity of the sediment, and readily predicting and evaluating ground supporting force.
SOLUTION: As test preparation, a sample 29 is filled in a cylindrical container 3 having an open face on the upper face, and the upper surface of the sample is smoothed to be substantially flat. A penetrant 5, having a dropping plate 7 which is a penetrating plate penetrating the container 3, is fixed to the container 3, and a weight 21 is installed on a weight-holding member 23. Then, a test is started by making the penetrant 5 loaded by the weight 21 to fall freely into the container 3. When the penetrant 5 is dropped, the dropping plate 7 penetrates the container 3, while involving the sample 29 from a clearance 55 between the container 3 and the dropping plate 7 or from a space 53 of the dropping plate 7. In the test, displacement (final penetration amount) at the penetration finish time is measured by using a displacement gauge, and the relation between the final penetration amount and the weight of the weight 21 is plotted on a criterion graph, to thereby evaluate the fluidity of the sample 29.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于沉积物的流动性测试装置和能够执行适于泵送压力的流动性评估的沉积物的流动性测试方法，评估沉积物的定量流动性，并且容易地预测和评估地面支撑力。解决方案：作为测试准备，将样品29填充在上表面具有开放面的圆柱形容器3中，并且样品的上表面平滑至基本平坦。将具有贯穿容器3的贯通板的滴板7固定在容器3上，将重物21安装在重量保持部件23上。然后，通过使渗透剂 5，由重物21装载以便自由落入容器3中。当渗透剂5掉落时，滴液板7穿过容器3，同时从容器3和滴板7之间的间隙55中引入样品29，或从在试验中，通过使用位移计来测定穿透完成时间的位移（最终穿透量），将最终穿透量与重量21的重量之间的关系绘制在标准图，从而评估样品29的流动性。版权所有（C）2008年，JPO＆INPIT

4. 发明专利

JP2006233677A Boring machine and measuring instrument 有权
标题翻译：镗孔机和测量仪器
公开(公告)号：JP2006233677A
公开(公告)日：2006-09-07
申请号：JP2005052669
申请日：2005-02-28
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SHIRAI SHUNSUKE , NAGAMORI KUNIHIRO , TAMAI TATSURO , IGARASHI HIROMASA , KURONUMA IZURU , NAGATANI HIDEMOTO , ONO TAIGA
IPC分类号： E21D9/13 , G01B21/32 , G01D21/00 , G01L5/00 , G01N3/00
摘要： PROBLEM TO BE SOLVED: To provide a boring machine and a measuring instrument capable of more rationally grasping properties of sediment in a chamber at real time. SOLUTION: The measuring instrument 20 is composed of a bar-like member 19 connected to a plate-like member 17 of a cutter 3 and projected into the chamber 9; a strain gage 21 installed at the bar-like member 19; and a computer (not shown in the figure) or the like. One end of the bar-like member 19 is fixed or pin-joined to the plate-like member 17. When the boring machine 1 excavates the natural ground by rotating the cutter 3, the measuring instrument 20 connected to the plate-like member 17 of the cutter 3 moves rotating in the chamber 9 filled with excavated sediment. The strain gage 21 of the measuring instrument 20 measures the flexure (displacement or deformation) of the bar-like member 19 caused by the force received from the excavated sediment in the chamber 9. The measuring instrument 20 sends a measured value measured by the strain gage 21, to the computer (not shown in the figure) or the like and grasps the properties of the excavated sediment in the chamber 9 based on the measured value. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够更合理地掌握室内沉积物性质的镗床和测量仪器。
解决方案：测量仪器20由连接到切割器3的板状构件17并突出到室9中的棒状构件19构成; 安装在棒状构件19上的应变片21; 和计算机（图中未示出）等。杆状构件19的一端固定或销接在板状构件17上。当镗床1通过旋转切割器3挖掘天然地面时，连接到板状构件17的测量仪器20 切割器3在填充有挖掘的沉积物的室9中旋转。测量仪器20的应变计21测量由从腔室9中的挖掘的沉积物接收的力引起的棒状构件19的挠曲（位移或变形）。测量仪器20发送由应变测量的测量值计量器（图中未示出）等，并且基于测量值掌握室9中的挖掘的沉积物的特性。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2006183317A Shield machine 有权
标题翻译：屏蔽机
公开(公告)号：JP2006183317A
公开(公告)日：2006-07-13
申请号：JP2004377388
申请日：2004-12-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUKUDA MASAHIRO , IGARASHI HIROMASA , YOKOTA YORIHAYA , NAGAMORI KUNIHIRO , FUNASAKO TOSHIO , ONO TAIGA
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a shield machine capable of relatively easily detecting intruded gas, while effectively discharging the gas intruding by passing through a tail seal of the shield machine.
SOLUTION: This shield machine 1A has shield jacks 19 arranged in a plurality in a cylindrical shield machine body part 10 and advancing the shield machine body part 10 by taking reaction from a segment. The shield jacks 19 have a spreader 19c abutting on the segment S by advancing and retreating in the axial direction of the shield machine body part 10, and a cylinder 19a for taking reaction by pushing the spreader 19c against the segment S. When the adjacent spreaders 19c abut on the rear segment S in the plurality of shield jacks 19, clearance formed between the adjacent spreaders 19c is surrounded by a partition part 20, and the gas is sucked and discharged from the inside of a surrounded space.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够相对容易地检测入侵气体的屏蔽机，同时通过穿过屏蔽机器的尾部密封件有效地排出入侵的气体。解决方案：该屏蔽机1A具有多个设置在圆筒形屏蔽机体部10中的屏蔽插口19，并且通过从分段进行反作而推进屏蔽机体部10。屏蔽插口19具有通过沿着屏蔽机身部10的轴向前进和后退而抵接在片段S上的扩展器19c和用于通过将扩展器19c推靠在片段S上而进行反作用的柱体19a。当相邻的吊具 19c抵接在多个屏蔽插口19中的后段S上，形成在相邻的吊架19c之间的间隙被分隔部20包围，并且气体从被包围的空间的内部被吸入和排出。版权所有（C）2006，JPO＆NCIPI

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