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11. 发明专利

JP2013159948A Plate-like structure 有权
标题翻译：板状结构
公开(公告)号：JP2013159948A
公开(公告)日：2013-08-19
申请号：JP2012022245
申请日：2012-02-03
申请人： Shimizu Corp , 清水建設株式会社 , Mitsui Kagaku Sanshi Kk , 三井化学産資株式会社
发明人： TAKANASHI KAZUMITSU , OSAKI YUSAKU , KONO SHIGEYUKI , IDE KAZUNAO , SHIMIZU MIKIO , ONO TOMONORI , FUJIKAKE KAZUNORI , ASO TOSHIMITSU
IPC分类号： E04F13/02
摘要： PROBLEM TO BE SOLVED: To maintain a plate shape even when repeatedly receiving a load, and to prevent dissipation of concrete pieces generated from a broken skeleton.SOLUTION: A floor slab 1 is provided which has a configuration where the surface of a concrete plate-like skeleton 2 whose plate surface is repeatedly subjected to the action of a load is coated with a resin reinforcing film 3, the reinforcing film 3 is made of a compound formed by chemical reaction between an isocyanate and a curing agent consisting of at least one of a polyol and an amine, and the reinforcing film 3 is provided on the upper surface 2a and lower surface 2b of the skeleton 2 repeatedly receiving a load.
摘要翻译：要解决的问题：即使在反复接收负载时也能保持板的形状，并且防止由破碎的骨架产生的混凝土块的耗散。解决方案：提供一种地板坯1，其具有如下结构：其中，其表面反复受到载荷作用的骨架2涂覆有树脂增强膜3，增强膜3由通过异氰酸酯和固化剂之间的化学反应形成的化合物制成，所述化合物由以下各项中的至少一种组成：多元醇和胺，并且增强膜3设置在骨架2的上表面2a和下表面2b上，重复地接收负载。

12. 发明专利

JP2013057176A Geological exploration device 有权
标题翻译：地质勘探装置
公开(公告)号：JP2013057176A
公开(公告)日：2013-03-28
申请号：JP2011194730
申请日：2011-09-07
申请人： Shimizu Corp , 清水建設株式会社 , Oyo Corp , 応用地質株式会社
发明人： KANEMARU KIYOTO , KONO SHIGEYUKI , FURUTO YUKIHIRO , SUGIYAMA HIROKAZU , SAKURAI TAKESHI , SAITO HIDEKI , SUGAWARA TOSHIO , TAGO KOICHI
IPC分类号： E21D9/06 , E21D9/04 , E21D13/04 , G01V3/02
摘要： PROBLEM TO BE SOLVED: To provide an effective and appropriate geological exploration device capable of exploring geology of natural ground over a wide range when excavating a tunnel or the like.SOLUTION: The geological exploration device comprises: a rotary cutter (rotating body) 3 to be inserted into natural ground; a specific resistance sensor 5 composed of electrodes 7 (current electrodes 7a and 7b and voltage electrodes 7c and 7d); an energizing device for making a current flow to the current electrodes 7a and 7b; and an arithmetic unit for measuring a voltage of the voltage electrodes 7c and 7d and the current of the current electrodes 7a and 7b and computing specific resistance. The specific resistance sensor is attached to an outer peripheral part of the rotary cutter (rotating body) 3, the specific resistance of the natural ground is measured by the specific resistance sensor 5 by the rotation of the rotary cutter (rotating body) 3 inserted into the natural ground, and the geology of the natural ground on the outer periphery of the rotary cutter (rotating body) 3 is explored over the entire periphery. A tunnel excavator 1 is made to be a base machine, the rotary cutter (rotating body) 3 on the front surface is utilized as the rotating body for rotating the specific resistance sensor, and the specific resistance sensor is attached to an outer peripheral end face of the rotary cutter (rotating body) 3.
摘要翻译：要解决的问题：提供一种能够在挖掘隧道等时，在广泛范围内探索自然地质地质的有效和适当的地质勘探装置。解决方案：地质勘查装置包括：旋转切割器（旋转体）3，插入自然地面; 由电极7（电流电极7a，7b，电压电极7c，7d）构成的电阻率传感器5。用于使电流流向电流电极7a和7b的通电装置; 以及用于测量电压电极7c和7d的电压以及电流电极7a和7b的电流并计算电阻率的运算单元。电阻式传感器安装在旋转刀具（旋转体）3的外周部，通过旋转刀具（旋转体）3的旋转，由比电阻传感器5测量自然地的电阻率在旋转刀具（旋转体）3的外周上的自然地面和自然地质的地质学在整个周边被探索。将隧道式挖掘机1作为基础机械，将前表面的旋转刀具（旋转体）3用作旋转电阻传感器的旋转体，将电阻率传感器安装在外周端面旋转刀具（旋转体）3。版权所有（C）2013，JPO＆INPIT

13. 发明专利

JP2014043738A Construction method of heavy-section tunnel 有权
标题翻译：重型隧道施工方法
公开(公告)号：JP2014043738A
公开(公告)日：2014-03-13
申请号：JP2012187748
申请日：2012-08-28
申请人： Shimizu Corp , 清水建設株式会社
发明人： KANEMARU KIYOTO , KONO SHIGEYUKI , ASO TOSHIMITSU
IPC分类号： E21D9/04 , E21D9/06 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To prevent a construction period from being prolonged or cost from being increased, by reducing an underground occupant area of a starting portion of an outer shell shield tunnel which is constructed outside of a main-track shield tunnel in construction of an underground cavity part.SOLUTION: According to a construction method of a heavy-section tunnel, a main-track shield tunnel 1 is constructed, a circumferential shield starting base 3 is constructed by enlarging a portion of the main-track shield tunnel 1, and a ring-shaped outer shell shield starting base 4 is constructed by performing circumferential excavation from the circumferential shield starting base 3 along an outer circumferential surface 1a of the main-track shield tunnel 1 by means of a circumferential shield machine. A plurality of outer shell shield tunnels 2 are constructed by starting an outer shell shield machine 6 from a sidewall part 41B of the outer shell shield starting base 4, and the outer shield tunnel 2 is started from the outer shell shield starting base 4 in parallel with the main-track shield tunnel 1 and directed away from the main-track shield tunnel 1 to the radial outside gradually with progress of excavation.
摘要翻译：要解决的问题：为了防止施工期延长或成本增加，通过减少构造在主轨道屏蔽隧道外部的外壳屏蔽隧道的起始部分的地下乘员区域，地下洞室部分。解决方案：根据重型隧道的施工方法，构成主轨道屏蔽隧道1，通过扩大主轨道屏蔽隧道1的一部分构造周边盾构起始基座3，环状的外壳防护罩起动底座4通过周围的防护罩机构沿着主轨道屏蔽通道1的外周面1a从周面罩起动基座3进行周向的挖掘而构成。多个外壳屏蔽隧道2是通过从外壳屏蔽启动基座4的侧壁部分41B启动外壳屏蔽机构6构成的，并且外屏蔽通道2从外壳屏蔽启动基座4并联起动与主轨道护盾隧道1一起，随着挖掘的进行逐渐远离主轨道护盾隧道1到径向外侧。

14. 发明专利

JP2013159949A Cantilever beam structure 有权
标题翻译：坎蒂波束结构
公开(公告)号：JP2013159949A
公开(公告)日：2013-08-19
申请号：JP2012022246
申请日：2012-02-03
申请人： Shimizu Corp , 清水建設株式会社 , Mitsui Kagaku Sanshi Kk , 三井化学産資株式会社
发明人： TAKANASHI KAZUMITSU , OSAKI YUSAKU , KONO SHIGEYUKI , IDE KAZUNAO , SHIMIZU MIKIO , ONO TOMONORI , FUJIKAKE KAZUNORI , ASO TOSHIMITSU
IPC分类号： E04F13/02
摘要： PROBLEM TO BE SOLVED: To maintain a shape of a skeleton, and to prevent dissipation of concrete pieces generated from a broken skeleton.SOLUTION: A pier 1 is provided which has a configuration where a concrete skeleton 2 is provided in which a quay wall 21 and a pier body 22 having a free end projecting from the quay wall 21 are integrally joined, the surface of the skeleton 2 is coated with a resin reinforcing film 3, the reinforcing film 3 is made of a compound formed by chemical reaction between an isocyanate and a curing agent consisting of at least one of a polyol and an amine, and the reinforcing film 3 is provided on the upper surface 22a and lower surface 22b of the pier body 22 in the skeleton 2 receiving an impact force and on the side surface of a corner part forming a joining part T of the pier body 22 and the quay wall 21.
摘要翻译：要解决的问题：为了保持骨架的形状，并且防止由破碎的骨架产生的混凝土片的散发。解决方案：提供一种墩1，其具有设置有混凝土骨架2的构造，其中，码头壁21 并且具有从码头壁21突出的自由端的墩身22一体地接合，骨架2的表面涂覆有树脂增强膜3，增强膜3由通过异氰酸酯之间的化学反应形成的化合物和由多元醇和胺中的至少一种组成的固化剂，并且在承受冲击力的骨架2中的墩身22的上表面22a和下表面22b上设置增强膜3，在侧面形成墩体22和码头壁21的接合部T的角部。

15. 发明专利

JP2013159361A Liquid stopping bank, and structure 有权
标题翻译：液体停止库存和结构
公开(公告)号：JP2013159361A
公开(公告)日：2013-08-19
申请号：JP2012022243
申请日：2012-02-03
申请人： Shimizu Corp , 清水建設株式会社 , Mitsui Kagaku Sanshi Kk , 三井化学産資株式会社
发明人： TAKANASHI KAZUMITSU , OSAKI YUSAKU , KONO SHIGEYUKI , IDE KAZUNAO , SHIMIZU MIKIO , ONO TOMONORI , FUJIKAKE KAZUNORI , ASO TOSHIMITSU
IPC分类号： B65D90/24 , E02D31/00
摘要： PROBLEM TO BE SOLVED: To provide a liquid stopping bank which prevents concrete pieces of the body from scattering even if the body of the liquid stopping bank is destroyed by earthquake or Tsunami or the like, keeps the standing shape without falling down or collapsing, and in addition, keeps functions of the liquid stopping bank to prevent the flowing out of the content having leaked out from a tank even when joint sections have been damaged, and also, is easily constructed at a low cost.SOLUTION: A liquid stopping bank 1 is installed around a tank T, and on its body 2 made of concrete, joint sections are formed. On the surface of the body 2, a reinforcing film 3 made of a resin consisting of a compound formed by a chemical reaction of an isocyanate and a hardening agent consisting of at least one of a polyol and an amine is applied. The reinforcing film 3 is applied at least across the joint sections and covers the joint sections.
摘要翻译：要解决的问题：为了提供防止液体停止堤的体积被地震或海啸等破坏的体内的混凝土块的液体停止堤，保持站立形状而不会掉落或塌陷，并且此外，即使在接头部分损坏时也保持液体停止堤的功能，以防止从罐中泄漏出的内容物流出，并且也容易以低成本构造。解决方案：液体停止池1 安装在罐T周围，并在其由混凝土制成的主体2上形成接合部。在本体2的表面上，涂布由由异氰酸酯化学反应形成的化合物和由多元醇和胺中的至少一种构成的硬化剂构成的树脂构成的增强膜3。加强膜3至少施加在接合部上并覆盖接合部。

16. 发明专利

JP2012207519A Reinforcement material and reinforcement structure 有权
标题翻译：加固材料和加固结构
公开(公告)号：JP2012207519A
公开(公告)日：2012-10-25
申请号：JP2012026440
申请日：2012-02-09
申请人： Shimizu Corp , Mitsui Kagaku Sanshi Kk , 三井化学産資株式会社 , 清水建設株式会社
发明人： TAKANASHI KAZUMITSU , OSAKI YUSAKU , KONO SHIGEYUKI , IDE KAZUNAO , SHIMIZU MIKIO , ONO TOMONORI , FUJIKAKE KAZUNORI , ASO TOSHIMITSU , OHOBATO MOHAMMADREZA , PONGWIT RUNGBANAPHAN , HASHIMOTO MICHIO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement material and a reinforcement structure which exhibit energy absorption performance even at the time of a large earthquake and a large shock and which reduce damage by preventing collapse of a broken piece even if the structure is broken and which can be applied to even places with a building and combustibles by improving the fire resistance.SOLUTION: A reinforcement material 1 which is installed integrally with a column 10 to coat the surface of a column top part 11 of the column 10 so as to reinforce the column top part 11 comprises a resin reinforcement layer 2 comprising a polyurea resin, and a liquid, powdery, granular or broken piece-shaped mixed material 4 with incombustibility or fire retardancy is mixed in the resin reinforcement layer 2.
摘要翻译：要解决的问题：提供即使在大地震和大冲击时也具有能量吸收性能的增强材料和加强结构，即使结构是通过提高耐火性，可以应用于甚至建筑物和易燃物的地方。解决方案：与塔10一体地安装在柱10的塔顶部11的表面上以加强塔顶部11的加强材料1包括树脂加强层2，树脂加强层2包括聚脲树脂，并且在树脂加强层2中混合具有不燃性或阻燃性的液体，粉状，颗粒状或破碎的片状混合材料4.版权所有（C）2013，JPO＆INPIT

17. 发明专利

JP2008308907A Tunnel construction method 审中-公开
标题翻译：隧道施工方法
公开(公告)号：JP2008308907A
公开(公告)日：2008-12-25
申请号：JP2007158708
申请日：2007-06-15
申请人： Shimizu Corp , 清水建設株式会社
发明人： KONO SHIGEYUKI , UEHARA YOSHIFUMI , ASO TOSHIMITSU
IPC分类号： E21D9/06 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a tunnel construction method in which use of a main line tunnel is started in an early stage, and a ramp tunnel and a junction are constructed while using the main line tunnel.
SOLUTION: According to the tunnel construction method, the main line tunnel 1 is excavated prior to the ramp tunnel 2, and a roof shield machine 5 is started from the main line tunnel to construct shield roof preliminary work 3 outside a construction scheduled area of the bifurcation junction 4, followed by excavating inside the preliminary work, to thereby construct the junction. After starting of the common use of the main line tunnel, the ramp tunnel is connected to the bifurcation junction. Alternatively, after the preceding construction of the main line tunnel and the starting of the common use of the same, the ramp tunnel is extended to the construction scheduled area of the bifurcation junction, and then the roof shield machine is started from the construction scheduled location to construct the shield roof preliminary work, followed by excavating inside the preliminary work, to thereby construct the bifurcation junction.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种隧道施工方法，其中使用主线隧道在早期开始，并且在使用主线隧道的同时构建斜坡隧道和接合点。
解决方案：根据隧道施工方法，在斜坡隧道2之前挖掘主线隧道1，并从主线隧道开始屋顶盾构机5，以在施工安排外构建防护屋顶预备工作3 分岔路口4的区域，然后在前期工作中进行挖掘，从而构建交界处。在主线隧道通常使用开始之后，斜坡隧道连接到分岔路口。或者，在主线隧道的上述构造和其共同使用的开始之后，斜坡隧道延伸到分叉交叉点的施工预定区域，然后从施工安排位置启动屋顶护盾机构建盾构屋顶预备工作，然后在初步工作中进行挖掘，从而构建分岔路口。版权所有（C）2009，JPO＆INPIT

18. 发明专利

JP2004263431A Pipe installation method for stabilizing ground, prelining method for tunnel and excavating apparatus having function of correcting bent hole 有权
公开(公告)号：JP2004263431A
公开(公告)日：2004-09-24
申请号：JP2003054521
申请日：2003-02-28
申请人： Raito Kogyo Co Ltd , Shimizu Corp , ライト工業株式会社 , 清水建設株式会社
发明人： ABE MASANAO , MIYAKE ATSUSHI , YOKOYAMA WATARU , HIRAI KAZUAKI , KIMATA HIROYUKI , KONO SHIGEYUKI , MIYAZAWA KAZUO , NISHIMURA SHINICHI
IPC分类号： E21B7/04 , E21B7/20 , E21B10/26 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To make it possible to securely correct a bent hole in the midway of a drilling process and to drill a long hole.
SOLUTION: In a prelining in which a pipe body is installed along a tunnel line ahead of the tunnel excavation, an outer pipe and an inner pipe are provided above the tunnel cross section and when drilled while imparting a thrust force accompanying a striking force to the extremity of the inner pipe, an inner pipe bit 10 having a shape to bring a bias force in the first direction (1) in the drilling direction in the relation with the drilling reaction of the ground is provided. Further, when drilling while imparting a thrust force accompanying a striking force, an outer pipe bit 20 having a shape to bring a bias force in the second direction (2) in the drilling direction in the relation with the drilling reaction of the ground is provided in the extremity of the outer outer pipe. When drilling a straight hole, the circumferential position is set so that the first direction (1) and the second direction (2) are formed in the opposite positions, substantially 180 degrees, when correcting a bent hole accompanying drilling process, the drilling is executed in the relatively circumferential changed state of the inner pipe bit 20 and the outer pipe bit 10. After the final drilling completion, the outer pipe is left in the ground.
COPYRIGHT: (C)2004,JPO&NCIPI

19. 发明专利

JP2004204015A Water blocking material for ground 审中-公开
公开(公告)号：JP2004204015A
公开(公告)日：2004-07-22
申请号：JP2002374091
申请日：2002-12-25
申请人： Shimizu Corp , 清水建設株式会社
发明人： HORIUCHI SUMIO , KONO SHIGEYUKI , KIKUCHI TADASHI
IPC分类号： E02D5/18 , C08K3/34 , C08K5/05 , C08L101/14 , C09K17/02 , C09K17/08 , C09K17/14 , C09K17/18 , C09K17/42 , C09K17/48 , C09K103/00 , E02D5/20
摘要： PROBLEM TO BE SOLVED: To obtain an effective water blocking material for ground which is poured into the ground as a water blocking material and is used as a constituent material for a water blocking wall to be constructed in the ground and has excellent water blocking properties and swelling properties.
SOLUTION: The water blocking material for ground comprises ethanol/highly water-absorbing resin (SAP)/bentonite slurry obtained by mixing bentonite with ethanol and the highly water-absorbing resin. Preferably 60-150 parts by mass of ethanol and 5-50 parts by mass of the highly water-absorbing resin are mixed with 100 parts by mass of bentonite. Preferably the water blocking material is mixed with ≤20 times parts by mass as much sand as bentonite.
COPYRIGHT: (C)2004,JPO&NCIPI

20. 发明专利

JP2004060282A Structure or ground investigating method and investigating device 有权
公开(公告)号：JP2004060282A
公开(公告)日：2004-02-26
申请号：JP2002220421
申请日：2002-07-29
申请人： Furukawa Co Ltd , Shimizu Corp , 古河機械金属株式会社 , 清水建設株式会社
发明人： KONO SHIGEYUKI , WAKABAYASHI SHIGEKI , ABE TORU , HONDA MAKOTO , SHIROMA HIROMICHI , ITO TETSUO , OSHIMA KENJI , ABE HIROYUKI , FUJISHIRO YOSHINOBU , TOU SOU , OTA KAZUYUKI
IPC分类号： E21B45/00 , E02D1/00 , E21D11/00 , G01M99/00 , G01M19/00
摘要： PROBLEM TO BE SOLVED: To easily and highly accurately estimate a position and a dimension of a cavity even in an accuracy-unexpectant place of a geophysical exploration technique without causing adverse influence on strength and administration to a structure or the ground.
SOLUTION: While excavating a hole in a cavity investigating object position in lining concrete C by a bit 2 of a rock drill 4 while keeping feed pressure and stroke pressure in a prescribed value, the existence and the size of the cavity V are estimated by a change in a hole excavating speed of the bit 2 and a torque load applied to the bit 2 at that time.
COPYRIGHT: (C)2004,JPO

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