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1. 发明专利

JP2002266600A METHOD FOR SETTING CUTOFF WALL IN SHIELD TUNNEL 失效
公开(公告)号：JP2002266600A
公开(公告)日：2002-09-18
申请号：JP2001067911
申请日：2001-03-12
申请人： SHIMOTORI AKIRA , KUMAGAI GUMI CO LTD
发明人： SHIMOTORI AKIRA , KIDO YOSHIKAZU , NAOZUKA KAZUHIRO , SENDAI KEIZO , SATO MAKOTO
IPC分类号： E21F17/00
摘要： PROBLEM TO BE SOLVED: To provide a method for easily setting cutoff walls in a shield tunnel construction, to thereby temporarily store rainwater in the tunnel. SOLUTION: The cutoff wall setting method is provided for temporarily storing rainwater W in the tunnel T under shield tunnel construction, which is formed of segments 1, 1, etc. According to the method, a receiving frame 5 is arranged on an inner surface of a main girder 2 of the segment 1 in a manner protruding from the main girder 2 toward the interior of the tunnel T by a predetermined length. After the receiving frame is fixed to the main girder 2, the cutoff walls 12a, 12b, 12c are set on a front surface of the receiving frame 5.

2. 发明专利

JP2009243064A Concrete placing method for tunnel construction, and form piece of inner form 有权
标题翻译：隧道施工的混凝土配置方法和内部形式的形式
公开(公告)号：JP2009243064A
公开(公告)日：2009-10-22
申请号：JP2008088415
申请日：2008-03-28
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： SENDAI KEIZO , KAWAGOE MASARU , KIDO YOSHIKAZU , MORISAKI YASUTAKA , TANAKA SHINJI , KIMURA AKIRA , MARUI RYOKICHI
IPC分类号： E21D11/10 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To prevent the occurrence of discoloration of concrete in a position near a form surface of an end form, corresponding to an intermediate position between concrete placing holes adjacent to each other in the circumferential direction of the ring of the end form.
SOLUTION: In this concrete placing method for the tunnel construction, the concrete is placed in a lining section forming space 100 which is enclosed with a form surface 34 of an inner form 30A, the form surface 7a of the end form 7 and an inner peripheral surface of a tunnel cavity section, via the concrete placing hole 9 which is provided in the end form 7. A concrete flow control body (rod body 51) is provided in a position, facing the concrete placing hole 9, of the lining section forming space 100. Thus, the concrete placed in the lining section forming space 100 via the concrete placing hole 9 flows in a direction along the inner peripheral surface of the tunnel cavity section by the concrete flow control body.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了防止混凝土在靠近端部形状的表面的位置发生变化，对应于在环形的圆周方向上彼此相邻的混凝土浇筑孔之间的中间位置最终形式。解决方案：在隧道施工的这种混凝土浇筑方法中，将混凝土放置在内部段形成空间100中，内部段形成空间100被内部形式30A的形式表面34，端部形式7的形状表面7a和通过设置在端部形式7的混凝土浇注孔9，形成隧道腔部的内周面。混凝土流动控制体（杆体51）设置在与混凝土浇注孔9相对的位置因此，通过混凝土浇注孔9配置在衬套部形成空间100中的混凝土沿着隧道型腔部的内周面的方向通过混凝土流动控制体流动。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2006132200A Method of measuring inner distortion in lining concrete constructed by ecl method, and device for use therein 有权
标题翻译：用ECL方法建立的内衬混凝土中的内部变形测量方法及其使用的装置
公开(公告)号：JP2006132200A
公开(公告)日：2006-05-25
申请号：JP2004322551
申请日：2004-11-05
申请人： Geo-Research Institute , Japan Railway Construction Transport & Technology Agency , Kumagai Gumi Co Ltd , Railway Technical Res Inst , Technos Kk , テクノス株式会社 , 株式会社熊谷組 , 独立行政法人鉄道建設・運輸施設整備支援機構 , 財団法人地域地盤環境研究所 , 財団法人鉄道総合技術研究所
发明人： IIDA HIROOMI , ISOTANI ATSUMI , IURA TOMOMI , KOYAMA YUKINORI , MIZUHARA KATSUYOSHI , ONO TAKATOSHI , KONISHI SHINJI , KAWASHIMA JUNJI , SENDAI KEIZO , KIDO YOSHIKAZU , KANAMORI SEIJI , TANAKA HIROKAZU
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a method of positively measuring distortion applied to the interior of lining concrete constructed by the ECL (extruded concrete lining) method, continuously from a concrete hardening step, and also to provide a device for use in the method. SOLUTION: According to the method, when an inner form 2a is annularly assembled in the interior of a tail portion of a shield machine, distortion meters 13, 19 are built inside the inner form 2a via a slit 3 opening in the inner form 2a in a manner being extrudable to the side of a concrete placement space, and the distortion meters 13, 19 are squeezed into the placed concrete, to thereby embed the distortion meters 13, 19 in the concrete. In this manner the distortion in the concrete is measured. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种从混凝土硬化步骤连续地对ECL（挤出混凝土衬里）方法构造的衬里混凝土内部施加的变形进行积极测量的方法，并且还提供一种用于方法。解决方案：根据该方法，当内部形式2a环形地组装在屏蔽机器的尾部的内部时，变形仪13,19经由内部开口的狭缝3内置于内部模具2a的内部形式2a以可挤压到混凝土放置空间的方式，并且将变形仪13,19挤压到放置的混凝土中，从而将变形仪13,19嵌入混凝土中。以这种方式测量混凝土中的变形。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2012057403A Rail device on inner formwork 有权
标题翻译：内部形式的铁路装置
公开(公告)号：JP2012057403A
公开(公告)日：2012-03-22
申请号：JP2010203238
申请日：2010-09-10
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： KIMURA AKIRA , KAWAGOE MASARU , SENDAI KEIZO
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a rail device on an inner formwork which enables formwork pieces without a rail to be stacked on the inner bottom surface of an inner formwork with an even stack height of the formwork pieces, thereby preventing an incident that formwork pieces to be transferred are obstructed by a high point in a stack due to a rail attached to a formwork piece and cannot be transferred forward.SOLUTION: A rail device comprises: a rail 51, which is attached to the inner face of a cylindrical inner formwork that is installed along the inner peripheral surface of a tunnel void made of a hole bored under ground in order to form a lining part between the inner formwork and the inner peripheral surface of the tunnel, and extends along the central axis of the inner formwork cylinder to form a track for a carriage to move along the central axis of the inner formwork cylinder; an attachment part 52 provided on the inner wall surface of the inner formwork; and attachment means 53 to attach the rail to the attachment part in a detachable way.
摘要翻译：要解决的问题：为了在内部模板上提供轨道装置，其使得没有轨道的模板可以堆叠在具有模板件的均匀堆叠高度的内部模板的内底面上，从而防止事故由于固定在模板上的导轨并且不能向前传送，要转移的模板件被堆叠中的高点阻挡。轨道装置包括：轨道51，其连接到圆柱形内部模板的内表面，该圆柱形内部模板沿着钻孔在地下的孔的内周表面安装，以形成在内模板和隧道的内周面之间衬垫部分，并且沿着内模板圆筒的中心轴线延伸，以形成用于滑架沿着内模板圆筒的中心轴移动的轨道; 设置在内模板的内壁面上的安装部52; 以及连接装置53，以可拆卸的方式将导轨附接到安装部件。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2009243206A Form piece and method for correcting rotational displacement of inner form 有权
标题翻译：形式和校正内部旋转位移的方法
公开(公告)号：JP2009243206A
公开(公告)日：2009-10-22
申请号：JP2008092819
申请日：2008-03-31
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： KIMURA AKIRA , MARUI RYOKICHI , SENDAI KEIZO
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a form piece for correcting rotational displacement of an inner form, which enables the connection of the rotational displacement of an inner form, and a method for correcting the rotational displacement of the inner form, which employs the form piece. SOLUTION: The form piece 40 of the inner form 30 is installed along an inner peripheral surface 33 of a tunnel cavity section 21 which is formed from an excavated hole formed by excavating natural ground, so as to form a lining section between itself and the inner peripheral surface of the tunnel cavity section. A joint plate for connecting the form pieces adjoining each other along the direction of progress of excavation is provided with a bolt hole 43b which is formed in a normal position, and an adjusting bolt hole 50 which is provided in a position deviating in a direction along an inner peripheral surface 33 of the excavated hole from the bolt hole 43b formed in the normal position. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于校正内部形式的旋转位移的成形件，其能够连接内部形式的旋转位移和用于校正内部形式的旋转位移的方法，其采用表格片。解决方案：内部形式30的成形件40沿着隧道空腔部分21的内周表面33安装，该隧道空腔部分21由挖掘天然地面形成的挖掘孔形成，以在其自身之间形成衬里部分和隧道腔部分的内周面。沿着挖掘方向连接彼此相邻的成形件的接合板设置有形成在正常位置的螺栓孔43b和设置在沿着沿着方向的方向偏离的位置的调节螺栓孔50 来自螺栓孔43b的挖掘孔的内周面33形成在正常位置。版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2009068209A Form for lining composed of cast-in-place concrete 有权
标题翻译：用于混凝土混凝土的内衬的形式
公开(公告)号：JP2009068209A
公开(公告)日：2009-04-02
申请号：JP2007236068
申请日：2007-09-12
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： KAWAGOE MASARU , KIDO YOSHIKAZU , SENDAI KEIZO
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To prevent a piece for dismantlement from coming off from between two pieces adjacent to the piece for dismantlement.
SOLUTION: A form is composed of a plurality of rings adjoining one another in the axial direction of a tunnel; and each of the rings is composed of a plurality of pieces which adjoin one another in the circumferential direction of the tunnel and which include the at least one piece for dismantlement, gradually increasing a circumferential length toward the pit mouth side of the tunnel from the cutting face side thereof. In the piece for dismantlement, a distance between a circumferential portion on one side and the circumferential portion on the other side is gradually increased inward from the radial outside of the tunnel; each side portion is provided with a circumferentially-elongated overhanging portion. In the piece adjacent to the piece for dismantlement, its side portion is provided with a reception portion for receiving the overhanging portion of the piece for dismantlement.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：防止拆卸件从与拆卸件相邻的两个件之间脱落。解决方案：一种形式由在隧道的轴向上彼此相邻的多个环组成; 并且每个环由在隧道的圆周方向上彼此邻接并且包括至少一个用于拆除的部件的多个片组成，从切割部逐渐增加到隧道的坑口侧的周长面对它。在拆卸件中，一侧的圆周部与另一侧的周向部之间的距离从隧道的径向外侧向内逐渐增大; 每个侧部设有周向伸长的突出部分。在与用于拆卸的件相邻的部件中，其侧部设置有用于接收用于拆卸的件的伸出部的接收部。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2001098887A TUNNEL CONSTRUCTION METHOD 失效
公开(公告)号：JP2001098887A
公开(公告)日：2001-04-10
申请号：JP28207599
申请日：1999-10-01
申请人： KUMAGAI GUMI CO LTD , KUMAGAI TECHNOS KK
发明人： KAWACHI HIROTOMO , TASHIRO NOBORU , KIDO YOSHIKAZU , KAWAMURA YOSHIYUKI , SENDAI KEIZO , KODA MAKOTO
IPC分类号： E21D9/06 , E21D9/087
摘要： PROBLEM TO BE SOLVED: To reduce cost, when building a plurality of tunnels from one start shaft because otherwise a high cost is required, since a shield machine is left-in- place without contracting an arrival shaft. SOLUTION: After constructing a tunnel from a start shaft by using a shield machine 1, having an outer cylinder 3A which becomes separable at the tip of the main body of a shield machine (internal cylindrical machine 2), the main body of the shield machine separated from the outer cylinder is returned to the inside of the start shaft, and a new shield machine is fabricated, by assembling a new outer cylinder to the main body of the shield drive machine, and this new shield drive machine is moved inside the start shaft, and the new tunnel is constructed.

8. 发明专利

JP2013159014A Apparatus for production and supply of cement-based composition 审中-公开
标题翻译：用于生产和供应水泥基组合物的设备
公开(公告)号：JP2013159014A
公开(公告)日：2013-08-19
申请号：JP2012022414
申请日：2012-02-03
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組 , Technos Kk , テクノス株式会社
发明人： MORI YASUO , SENDAI KEIZO , SATO YOSHIO , NUMAGUCHI YOSHIHISA , IWAI TAKAYUKI
IPC分类号： B28C9/04 , B28C5/14
摘要： PROBLEM TO BE SOLVED: To provide a cement-based composition production and supply apparatus capable of efficiently supplying a cement-based composition to a construction site.SOLUTION: A mixer device 2 includes a mixer section 21, a truck section 22, a mixer section support device in which the mixer section is fitted to the truck section in such a manner that an inner bottom surface 24f of a cement-based composition storage section 24 of the mixer section 21 can be inclined downward from one end side to the other end side. A hopper device 3 includes a hopper 31 which receives a cement-based composition discharged from an exit 24c when the inner bottom surface 24f of the cement-based composition section 24 is inclined, and a vehicle section 32. The hopper 31 is fitted to the vehicle section 32 in such a way that the inner bottom surface 33 is inclined downward from the one end side to the other end side, and has an exit 36 at the other end side, and configured in such a way that the cement-based composition discharged from the exit 24c of the cement-based composition storage section is received on the one end side of the inner bottom surface 33 and then slides on the inclined inner bottom surface 33 to move to the exit 36.
摘要翻译：要解决的问题：提供一种能够有效地将水泥基组合物供应到施工现场的水泥基组合物生产和供应装置。解决方案：混合装置2包括混合器部分21，卡车部分22，混合器部分支撑装置，其中混合器部分装配到卡车部分，使得混合器部分21的水泥基组合物储存部分24的内底表面24f可以从一端侧向另一端侧向下倾斜。料斗装置3包括料斗31，料斗31接收当水泥基组合物部分24的内底表面24f倾斜时从出口24c排出的水泥基组合物和车辆部分32.料斗31装配到车辆部分32，使得内底面33从一端侧向另一端侧向下倾斜，并且在另一端侧具有出口36，并且构造成使得水泥基组合物从水泥基组合物收纳部的出口24c排出的内底面33的一端侧接收，然后在倾斜的内底面33上滑动，移动到出口36。

9. 发明专利

JP2011236635A Method of detecting filler run-around in shield machine and shield machine 有权
标题翻译：在屏蔽机和屏蔽机中检测填料的运行方法
公开(公告)号：JP2011236635A
公开(公告)日：2011-11-24
申请号：JP2010108600
申请日：2010-05-10
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： KIMURA AKIRA , SENDAI KEIZO
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a shield machine that can detect a run-around phenomenon of a filler as quickly as possible and can suppress the run-around of a filler immediately when the run-around of the filler is detected.SOLUTION: Provided is a method of detecting a filler run-around in a shield machine that advances digging a natural ground by a digging part installed ahead of a bulkhead in front of a barrel while packing a filler between an inner form disposed along the circumferential direction of the natural ground or the outer peripheral surface of a segment and the natural ground at the back of the barrel. In this method, a filler that runs around from the back of the barrel to the front of the barrel is detected in the peripheral surface opposed to the natural ground in the barrel, or at the digging part side further than the bulkhead in front of the barrel.
摘要翻译：要解决的问题：提供一种可以尽可能快地检测填料的周围现象的屏蔽机，并且可以在检测到填料的周围时立即抑制填料的循环。解决方案：提供了一种检测屏蔽机器中的填料周转的方法，该屏蔽机器通过在筒体前方安装在舱壁前方的挖掘部分进行挖掘天然地面，同时在填充物之间填充填料天然地面的圆周方向或段的外周表面和桶后部的自然地面。在这种方法中，在与桶的天然地面相对的周边表面中或者比在挖掘部分侧的挖掘部分侧更远的位置处，检测从筒的后部到桶的前部周围的填料，桶。版权所有（C）2012，JPO＆INPIT

10. 发明专利

JP2011011469A Method and apparatus for manufacturing concrete composition 有权
标题翻译：制造混凝土组合物的方法和装置
公开(公告)号：JP2011011469A
公开(公告)日：2011-01-20
申请号：JP2009158039
申请日：2009-07-02
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： IWANAGA SHIGEJI , KIMURA AKIRA , MARUI RYOKICHI , SENDAI KEIZO , SATO KOICHI , KANAMORI SEIJI
IPC分类号： B28C7/00 , C04B24/16 , C04B24/26 , C04B28/02
CPC分类号： C04B28/02 , C04B40/0028 , C04B14/02 , C04B20/0096 , C04B2103/44 , C04B24/00 , C04B2103/404
摘要： PROBLEM TO BE SOLVED: To provide a method and an apparatus for surely manufacturing a concrete composition in which a thickening admixture prepared by combining two kinds of water-soluble low molecular compounds and a chemical admixture for concrete are blended.SOLUTION: In the method for manufacturing the concrete composition, a tank of a water meter 27 is partitioned into a first and a second measuring tanks 27a, 27b, and after dilution water for diluting a first water-soluble low molecular compound selected from cationic surfactants is charged into the first measuring tank 27a and the water quantity is measured, the pre-measured first water-soluble low molecular compound is charged in the first measuring tank 27a, and a pre-measured second water-soluble low molecular compound selected from anionic aromatic compounds is charged in the second measuring tank 27b together with the chemical admixture for concrete and kneading water, to measure a unit water quantity charged in the water meter 27, and after that, the second water-soluble low molecular compound, the chemical admixture for concrete, and the kneading water are added into the mixture of cement and fine aggregate, and kneaded, and the first water-soluble low molecular compound and the dilution water are charged in this kneaded matter and kneaded.
摘要翻译：要解决的问题：提供一种混合组合物的方法和装置，其中通过混合两种水溶性低分子化合物和混合物的化学混合物制备的增稠剂混合。混合物的方法制造混凝土组合物时，水表27的槽被分隔成第一和第二测量槽27a，27b，在稀释用于稀释选自阳离子表面活性剂的第一水溶性低分子化合物的水被加入第一测量水箱27a，测量水量，将预先测定的第一水溶性低分子化合物装入第一测量槽27a，将预先测定的第二水溶性低分子化合物选自阴离子芳香族化合物第二测量槽27b和混凝土和揉搓水的化学混合物，以测量装入水中的单位水量之后，将第二水溶性低分子化合物，混凝土的化学混合物和捏合水加入到水泥和细骨料的混合物中，并捏合，将第一水溶性低分子化合物和将稀释水装入该捏合物中并捏合。

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