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11. 发明专利

JPH11229366A PREVENTING METHOD FOR COLLAPSE OF NATURAL GROUND 失效
公开(公告)号：JPH11229366A
公开(公告)日：1999-08-24
申请号：JP2880798
申请日：1998-02-10
申请人： KUMAGAI GUMI CO LTD
发明人： ARIOKA MASAKI , MORI KIYONARI , MORI YASUO
IPC分类号： E02D3/12 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To prevent the collapse of natural ground by coupling the area forecasted to collapse with a stable area. SOLUTION: In a step 101, the area forecasted to collapse is determined through subsoil exploration, and in a step 102 a vertical shaft is bored in a stable area. In a step 103, a plurality of injection holes are bored from the vertical shaft toward the area forecasted to collapse, and in a step 104, once the ends of the injection holes have reached a surface assumed to collapse, a chemical is injected into the ends of the injection holes from the surface of the ground via a vertical hole and the injection holes. The operations in the steps 102 through 104 are regarded as one cycle, and this cycle is repeated until the injection of the chemical into the area forecasted to collapse is sufficient. In a step 105, a drain hole is bored in the stable area from the lowermost vertical shaft, and in a step 106 a boring machine, a chemical tank, and other machines and facilities are removed to finish measures.

12. 发明专利

JPH0317399A CONSTRUCTION OF UNDERGROUND STRUCTURE 失效
公开(公告)号：JPH0317399A
公开(公告)日：1991-01-25
申请号：JP15014989
申请日：1989-06-13
申请人： ENG SHINKO KYOKAI , KAJIMA CORP , HITACHI CONSTRUCTION MACHINERY , KUMAGAI GUMI CO LTD , KOMATSU MFG CO LTD , SHIMIZU CONSTRUCTION CO LTD , TAISEI CORP , CENTRAL RES INST ELECT , FUJITA CORP
发明人： NOMA MASAHARU , MATSUYAMA MASAO , MORI YASUO , ISHIKAWA YASUAKI , YAMAZAKI HIDETSUGU , MAEHARA NOBUYUKI
IPC分类号： E02D29/045 , E21D13/00 , E21D13/02
摘要： PURPOSE:To reduce the construction area to occupy the ground's surface by a method in which a shield excavator is advanced from the side of vertical pits formed in the peripheral side and center of an underground structure to form tunnels for side wall and roof for constructing a side wall and a roof. CONSTITUTION:A shield excavator 2 is advanced separately from a peripheral vertical pit 11 and a central vertical pit 12 formed in the peripheral side and center of an underground structure B to form a tunnel 3 for side wall and a tunnel 4 for roof. The excavator 2 is advanced horizontally from the lower end of the tunnel 4 to form a ringed tunnel 6, and the excavator 2 is raised to a level higher than the tunnel 6. The construction of the tunnels 6 adjoining vertically is repeated to form a domed roof R, and then an underground continuous wall W is constructed from the tunnel 3 for side wall. The stable outer shell of the underground structure can thus be constructed.

13. 发明专利

JP2003119933A MOUNTING METHOD OF PC PLATE 审中-公开
公开(公告)号：JP2003119933A
公开(公告)日：2003-04-23
申请号：JP2001310163
申请日：2001-10-05
申请人： KUMAGAI GUMI CO LTD
发明人： UNO SADAO , IWAI TAKAYUKI , MORI YASUO , KAWAMURA AKIO
IPC分类号： E04B2/56 , E04B1/41
摘要： PROBLEM TO BE SOLVED: To provide a mounting method capable of surely mounting a plurality of PC plates so as to make flush with the flat surface when the PC plates are mounted on the surface of the existing structure. SOLUTION: An anchor hole 10H is bored in the surface 10 of a concrete by adjusting it to a position of a fixing hole 23H of each of the PC plates 23, one end of a separator 41 is inserted into the anchor hole 10H to fix and, after an adjusting pipe 43 and a coil spring 44 have been successively inserted in the separator 41, a fixed nut 46 is screwed in the separator 41 to fasten it so as to make fine adjustment of a position on the outside surface of each of the PC plates 23.

14. 发明专利

JP2000303793A FRAME AND METHOD FOR REPAIRING BRICK TUNNEL 失效
公开(公告)号：JP2000303793A
公开(公告)日：2000-10-31
申请号：JP11008199
申请日：1999-04-16
申请人： KUMAGAI GUMI CO LTD
发明人： MORI YASUO
IPC分类号： E21D11/06
摘要： PROBLEM TO BE SOLVED: To perform construction work based on the principle of maintaining the present conditions of a brick tunnel when repairing the tunnel and to increase the efficiency of laying bricks again. SOLUTION: A frame 11 having at its top a working floor 10 for repairing existing bricks 3a, 3a,... is installed which is formed in such a way as to freely travel on the base 4 of a brick tunnel 1 in the direction of the axis of the tunnel. A plurality of timbering members 5, 5,... spaced a predetermined distance apart from the tunnel wall 2 to maintain predetermined working spaces B, B... in the direction of the axis of the tunnel by means of connecting members 6, 6,... are erected on the working floor 10. Further, grippers 15 for fixing the frame 11 on the tunnel wall 2 are disposed.

15. 发明专利

JP2000186351A PENETRATION-TYPE WATER INTAKE METHOD 失效
公开(公告)号：JP2000186351A
公开(公告)日：2000-07-04
申请号：JP36536398
申请日：1998-12-22
申请人： KUMAGAI GUMI CO LTD
发明人： MORI YASUO
IPC分类号： E03B3/04 , B01D35/02 , C02F1/00
摘要： PROBLEM TO BE SOLVED: To enable the efficient intake of penetrated water from a filter layer at the time of taking water in from an intake tower embedded in the filter layer constructed in a water bottom. SOLUTION: A water blocking surface 4 to block water is formed in a water bottom 2. An intake tower 10 to be embedded in a filter layer A in which filter mediums such as coarse gravel 5, fine gravel 6, coarse sands 7 are sequentially circumferentially accumulated is erected on the water blocking surface 4. In this case, the intake tower 10 is provided with both an opening part 11 to take penetrated water from the filter layer A at the lower end part and a water guiding pipe 19 to connect the intake tower 10 to a well 17 arranged on the ground 16 at the upper end part. The well 17 is constructed more deeply than the water bottom 2, and water is taken in through the use of the water head difference H between the water level 12 over the water bottom 2 and the water level 18 of the well 17.

16. 发明专利

JPH07109714A PERMANENT FORM AND CONSTRUCTION METHOD BY USE THEREOF 失效
公开(公告)号：JPH07109714A
公开(公告)日：1995-04-25
申请号：JP27901193
申请日：1993-10-12
申请人： KIYOUKA PLAST KYOKAI , KUMAGAI GUMI CO LTD , KAJIMA CORP , TOBISHIMA CONSTRUCT CO LTD , SATO KOGYO
发明人： KITAMURA TATSUTO , SHIMIZU AKIO , KOBUNA KEIZO , MORI YASUO , KOTANI KAZUMI , ISHIOKA YOSHIHIRO , HIRONAKA YOSHIAKI
IPC分类号： E01D19/10 , E01D101/40 , E01F15/00 , E01F15/08
摘要： PURPOSE:To prevent corrosion or deterioration of reinforced concrete balustrades and fenders in a highway or rail way. CONSTITUTION:The main body 12 of a permanent form 10 for balustrades is shaped to foam a panel pushed out forward a little and the bottom of the main body 12 is opened. The main body 12 is molded by use of fiber reinforced thermosetting resin to have 1-10mm thick or preferably 2-5mm thick body. Long oval injection openings 14 are bored at the top of body 12. One or more injection holes 14 are provided in accordance with need. The special restriction is not required in the shape thereof. The cover 16 adaptable for the shape of infection openings 14 is made of a fiber reinforced thermosetting resin with SMC molding method. The main body 12 of the form 10 is made of a fiber reinforced thermosetting resin with RTM molding method or the like besides handlay-up and splay-up molding methods. Since the inside of form 10 is a complete cavity, the reinforcements assembled in a specified shape can be smoothly contained in the inside. When the injection opening 14 is closely shut after the concrete has been cured, the concrete and reinforcements in the form are completely isolated from the outside air.

17. 发明专利

JP2013199756A Repairing method for joint cut of block material stack tunnel lining part 审中-公开
标题翻译：块体材料堆叠隧道内衬接头切割修复方法
公开(公告)号：JP2013199756A
公开(公告)日：2013-10-03
申请号：JP2012067915
申请日：2012-03-23
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組 , Technos Kk , テクノス株式会社 , Fatec:Kk , 株式会社ファテック , Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： MORI YASUO , YAMADA KAZUHIRO , MORISAKI YASUTAKA , IWAI TAKAYUKI , SAITO TAKASHI , TAKASHIMA TENHIRO , YASUHARA FUMITAKA , KANEYOSHI TAKAMASA , AKASAKA TETSUJI , ANDO SHIGEHIRO
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a repairing method for a joint cut of a block material stack tunnel lining part in which a joint cut part can be easily and quickly filled with a joint material.SOLUTION: For a repairing method for a joint cut of a block material stack tunnel lining part in which a joint cut part 102 between mutually adjacent block materials 101 and 101 of a block material stack tunnel lining part 100 is filled with a joint material to repair the joint cut part 102, a filling device 4 is used which extrudes the joint material 2 contained in a joint material storage container 1 to the joint cut part 102 from a nozzle opening 32t of the joint material storage container 1 by applying air to a push body 15 extruding the joint material 2.
摘要翻译：要解决的问题：提供一种用于接合切割部分的块体材料堆垛衬砌部分的修补方法，其中接合切割部分可以容易地并且快速地填充有接头材料。解决方案：对于关节切割的修补方法块材料堆叠隧道衬里部分，其中块体材料堆叠隧道衬里部分100的彼此相邻的块材料101和101之间的接合切割部分102填充有接头材料以修复接合切割部分102，填充装置4是用于将接合材料储存容器1中包含的接头材料2从接合材料储存容器1的喷嘴开口32t向接头切割部分102通过向挤压接合材料2的推动体15施加空气而将接合材料2挤出。

18. 发明专利

JP2008266029A Cement based cavity filler and its kneading method 有权
标题翻译：基于水泥基孔填料及其开口方法
公开(公告)号：JP2008266029A
公开(公告)日：2008-11-06
申请号：JP2007106803
申请日：2007-04-16
申请人： Fatec:Kk , Kumagai Gumi Co Ltd , 株式会社ファテック , 株式会社熊谷組
发明人： SATO KOICHI , NONAKA SUGURU , IWAI TAKAYUKI , MORI YASUO , KANAMORI SEIJI
IPC分类号： C04B28/02 , B28C7/04 , C04B18/08 , C04B22/08 , C04B24/12 , C04B24/20
CPC分类号： C04B28/02 , C04B2111/00663 , C04B2111/34 , Y02W30/92 , C04B18/08 , C04B2103/008 , C04B2103/402 , C04B2103/404 , C04B22/0093
摘要： PROBLEM TO BE SOLVED: To provide cement based cavity filler having excellent unshrinkable property, material separation resistance, non-separability in water and filling property and further having excellent non-leakage while having adequate flowability directly after kneading. SOLUTION: The method of kneading the cement based cavity filler is carried out by blending a cement based cavity filler comprising cement, water and flyash and having 380-480 kg/m 3 unit water and 150-350% water cement ratio with a thickening admixture prepared by combining a first water soluble low molecular compound selected from cationic surfactant and a second water soluble low molecular compound selected from anionic aromatic compound, in the proportion of 1.0-2.5 wt.% first and second water soluble low molecular compound per unit water, and further with 10-20 kg/m 3 flocculant comprising sodium aluminate. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供具有优异的不可弯曲性，耐分离性，水分不均匀性和填充性能的水泥基型空腔填料，并且在捏合后直接具有足够的流动性，并且还具有优异的无渗漏性。解决方案：混合基于水泥的空腔填料的方法是通过混合含有水泥，水和飞灰的水泥基空腔填料，并且具有380-480kg / m 3 / SP>单位水和150 通过将选自阳离子表面活性剂的第一种水溶性低分子化合物和选自阴离子芳族化合物的第二种水溶性低分子化合物首先以1.0-2.5％（重量）的比例混合制备的增稠混合物，-350％水泥比第二水溶性低分子化合物/单位水，另外还含有含有铝酸钠的10-20kg / m 3 SPF 3絮凝剂。版权所有（C）2009，JPO＆INPIT

19. 发明专利

JP2005201676A Striking device for hammering inspection of concrete 审中-公开
标题翻译：用于检查混凝土的冲击装置
公开(公告)号：JP2005201676A
公开(公告)日：2005-07-28
申请号：JP2004005681
申请日：2004-01-13
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： IWAI TAKAYUKI , MORI YASUO , TOKIOKA MASATAKE
IPC分类号： G01N29/12 , G01M7/08
摘要： PROBLEM TO BE SOLVED: To provide a small-sized light-weight striking device for a hammering inspection having a small operating sound.
SOLUTION: A solenoid 2 is mounted on a frame 3, and a hammer shaft 5 equipped with a hammer head 6 is slidably mounted. A cylinder-shaped spring holder 11 is connected to the actuator shaft 10 of the solenoid, and the hammer shaft is coupled with a stopper 13 stored in the spring holder. The stopper is energized backward by a compression coil spring 15 in the spring holder, and the hammer shaft is held at a contraction position. When the solenoid is driven, the hammer shaft and the hammer head advance together with the actuator shaft, and after a moving core and the actuator shaft has reached the advance end, the hammer shaft and the hammer head advance furthermore; while compressing the compression coil spring, collide with an inspection object, generate a hammering sound, and returns to the initial position by a repulsive force at collision.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于具有小操作声音的锤击检查的小型轻量打击装置。
解决方案：螺线管2安装在框架3上，并且装有锤头6的锤轴5可滑动地安装。圆筒形的弹簧保持器11连接到螺线管的致动器轴10，并且锤轴与存储在弹簧保持器中的止动件13联接。止动器通过弹簧保持器中的压缩螺旋弹簧15向后通电，并且锤轴保持在收缩位置。当螺线管被驱动时，锤轴和锤头与致动器轴一起前进，并且在移动的铁芯和致动器轴已经到达前端之后，锤轴和锤头进一步前进; 同时压缩压缩螺旋弹簧与检查对象碰撞，产生锤击声，并在碰撞时通过排斥力返回初始位置。版权所有（C）2005，JPO＆NCIPI

20. 发明专利

JPH11229367A PREVENTING METHOD FOR COLLAPSE OF NATURAL GROUND 失效
公开(公告)号：JPH11229367A
公开(公告)日：1999-08-24
申请号：JP2882198
申请日：1998-02-10
申请人： KUMAGAI GUMI CO LTD
发明人： ARIOKA MASAKI , MORI KIYONARI , MORI YASUO
IPC分类号： E02D3/12 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To prevent the collapse of natural ground by coupling the area forecasted to collapse with a stable area. SOLUTION: In a step 101, the area forecasted to collapse is determined through subsoil exploration, and in a step 102, a hole for negative pressure is bored in a stable are around the area forecasted to collapse. In a step 103, a chemical tank is installed on the surface of the ground, and in a step 104 the state of negative pressure is made by a vacuum pump inside of a hole for negative pressure to generate a penetrating floe of underground water from the surface of the ground toward the hole for negative pressure. In a step 105, a chemical is sprinkled over the surface of the ground from the chemical tank to allow the chemical to be guided from the surface of the ground toward a crack by the penetrating flow of underground, and in a step 106, once the chemical has reached the hole for negative pressure, one should wait for the chemical to cure. After the chemical has cured, the hole for negative pressure is not backfilled but utilized as a underground water draining hole to properly drain underground water in and around the area forecasted to collapse, thus preventing the area forecasted to collapse from becoming unstable because of repeated wetting and drying.

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