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1. 发明专利

JP2003301697A Construction method for ultrathin lining of structure 审中-公开
标题翻译：超结构结构施工方法
公开(公告)号：JP2003301697A
公开(公告)日：2003-10-24
申请号：JP2002109624
申请日：2002-04-11
申请人： Kumagai Gumi Co Ltd , Mitsui Kinzoku Toryo Kagaku Kk , 三井金属塗料化学株式会社 , 株式会社熊谷組
发明人： KIDO YOSHIKAZU , KAWAMURA YOSHIYUKI , MINAMI NORITSUGU , NARABE HIROSHI , NAKANISHI HIDEYUKI
IPC分类号： E21D11/04 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To prevent a lining layer from being destroyed or deformed by water leakage after the completion of execution of work, to make water in a shield tunnel flow down smoothly, and to reduce repair work, etc., in a construction method for an ultrathin lining which serves as a secondary lining of an underground structure such as the shield tunnel.
SOLUTION: In this construction method for the ultrathin lining 1a of the structure, the structure is constituted by joining a plurality of segments 3, 3, etc., together; an ultrathin coating material is applied to a surface of the structure, so that the lining layer 5 can be formed; after or before joint parts 3a and 3a of the segments 3 and 3 are filled with caulking 4, the coating material is applied to the surface of the structure, so that the lining layer 5 can be formed; and after the prescribed curing of the lining layer 5, the lining layer 5 is cut at a prescribed position in a position in which the joint parts 3a and 3a are filled with the caulking 4.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了防止在工作完成后衬里层被漏水破坏或变形，使屏蔽隧道中的水顺畅地流下来，并减少维修工作等一种超薄衬里的施工方法，其用作诸如屏蔽隧道的地下结构的二次衬里。解决方案：在该结构的超薄衬里1a的施工方法中，结构通过将多个段3等连接在一起而构成; 在该结构体的表面涂敷超薄涂料，能够形成衬里层5。在段3和3的接合部分3a和3a之间或之后填充有铆接4时，将涂层材料施加到结构的表面，从而可以形成衬里层5; 在衬里层5的规定固化之后，在接合部3a和3a填充有填缝4的位置，在规定位置切断衬层5.版权所有（C）2004，JPO

2. 发明专利

JP2003003797A Draining method for use in extra-thin lining method 有权
标题翻译：排水方法用于超薄内衬方法
公开(公告)号：JP2003003797A
公开(公告)日：2003-01-08
申请号：JP2001193209
申请日：2001-06-26
申请人： Kumagai Gumi Co Ltd , Mitsui Kinzoku Toryo Kagaku Kk , 三井金属塗料化学株式会社 , 株式会社熊谷組
发明人： KIDO YOSHIKAZU , KAWAMURA YOSHIYUKI , NAOZUKA KAZUHIRO , NARABE HIROSHI , NAKANISHI HIDEYUKI
IPC分类号： E21D11/38 , E03F3/04
摘要： PROBLEM TO BE SOLVED: To provide a draining method which efficiently drains leakage from an underground structure constructed according to an extra-thin lining method, after completion of construction of the structure.
SOLUTION: The draining method for draining leakage W from the underground structure constructed according to the extra-thin lining method which is carried out by extra-thinly lining the underground structure with a coating material such as urethane. According to the draining method, a porous sheet 6a formed of an elastic material is arranged beforehand on an inner surface of the underground structure 1 at a location at which the leakage W is expected, and a peripheral portion 7 of the sheet 6a is fixed to the underground structure 1. When leakage pressure is applied on the sheet, pores 8, 8, etc., in the porous sheet 6a are opened due to the elastic deformation of the same, to thereby drain the leakage.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种排水方法，该方法能够在结构构造完成之后有效地从根据超薄衬里法构造的地下结构中排出泄漏。解决方案：排水方法，从地下结构排水泄漏W，根据超细衬层法，通过用氨基甲酸乙酯等涂层材料对地下结构进行超薄衬砌。根据排水方法，在地下结构体1的内表面预先设置由弹性材料形成的多孔板6a，在预期泄漏W的位置处，将片6a的周边部分7固定到地下结构体1.当在片材上施加泄漏压力时，多孔片材6a中的孔隙8,8等由于其弹性变形而打开，从而排出泄漏物。

3. 发明专利

JP2007154617A Shield boring machine 有权
标题翻译：屏蔽镗床
公开(公告)号：JP2007154617A
公开(公告)日：2007-06-21
申请号：JP2005355186
申请日：2005-12-08
申请人： Kumagai Gumi Co Ltd , Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社 , 株式会社熊谷組
发明人： KAWAGOE MASARU , KIDO YOSHIKAZU , OKAZAKI SHINICHIRO , SUGIYAMA MASAHIKO , AZUMA TAKASHI
IPC分类号： E21D9/13 , E21D9/12
摘要： PROBLEM TO BE SOLVED: To obtain a shield boring machine capable of preventing a blow-off phenomenon of mud from a mud blow-off outlet of a screw conveyor. SOLUTION: The shield boring machine is equipped with a drum cylinder 2 and a rotary cutter head 3 provided to the front end of the drum cylinder, a chamber 4 taking an excavated soil therein, the screw conveyor 5, a flocculant addition stirring device 8 and dehydration equipment 9 are provided to the inside of the drum cylinder, and in the shield boring machine 1 carrying out excavation while stabilizing a cutting face by pressure of the mud formed by mixing the excavated soil with water in the chamber, it is so characterized that a mud discharging section 7 of the screw conveyor 5 sending the mud in the chamber 4 at the back and an inlet 10 of the flocculant addition stirring device 8 are connected to each other and that an outlet 14 of the flocculant addition stirring device 8 and an inlet 15 of the dehydration equipment 9 are connected to each other. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：获得能够防止来自螺旋输送机的泥浆吹出口的泥浆的泄漏现象的防护镗孔机。
解决方案：屏蔽镗床配备有鼓筒2和设置在鼓筒前端的旋转刀头3，其中挖出的土壤的腔室4，螺旋输送机5，絮凝剂添加搅拌装置8和脱水设备9设置在鼓筒的内部，并且在屏蔽镗床1中进行挖掘，同时通过将挖掘的土壤与水混合在一起形成的泥浆的压力来稳定切割面，其特征在于，将在后面的室4中的泥浆和絮凝剂添加搅拌装置8的入口10发送的螺旋输送机5的泥浆排出部7彼此连接，并且将絮凝剂添加搅拌装置 8和脱水设备9的入口15彼此连接。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2006316590A Segment and joint structure of segments 有权
标题翻译：部分和部分的联结结构
公开(公告)号：JP2006316590A
公开(公告)日：2006-11-24
申请号：JP2005143178
申请日：2005-05-16
申请人： Geostr Corp , Kumagai Gumi Co Ltd , ジオスター株式会社 , 株式会社熊谷組
发明人： KAWAGOE MASARU , KIDO YOSHIKAZU , WATANABE KEIICHI , FUJINO YUTAKA , YOKOI NOBUAKI
IPC分类号： E21D11/04 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To obtain a segment by which a joint part of the segment can be joined to that of the other segment using an inexpensive bolt joint, a bolt box on the inner surface of a tunnel wall body can be eliminated, complicated post-work like burying the bolt box can be eliminated, and the strong joint of joint parts of rings can be obtained using the bolt joint. SOLUTION: The segment 2 comprises an inner surface 6 forming the inner surface of the tunnel wall body, an outer surface 7 forming the outer surface of the tunnel wall body, side faces connecting the inner surface 6 and the outer surface 7, a bolt penetration part 15, and a bolt fastening part 16. The side faces are formed by a cutting-face-side side face 9 facing the cutting-face-side, a portal-side side face 8 facing the portal side, a side face 10 connecting the end of the cutting-face-side side face and the end of the portal-side side face, and the other side face 11 connecting the other end of the cutting-face-side side face and the other end of the portal-side side face. The bolt penetration part 15 is formed in a manner of linearly penetrating from the cutting-face-side side face 9 to the side face 10. The bolt fastening part 16 has a bolt insertion port in the side face 11, and is formed of a nut 25 provided in the segment 2. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题为了获得可以使用廉价的螺栓接头来将段的接合部分与另一段的接合部分接合的段，可以消除隧道壁体的内表面上的螺栓盒可以消除复杂的后期工作，如掩埋螺栓盒，并且可以使用螺栓接头获得环的接合部分的牢固接头。解决方案：段2包括形成隧道壁体内表面的内表面6，形成隧道壁体外表面的外表面7，连接内表面6和外表面7的侧面，螺栓贯通部15和螺栓紧固部16.侧面由面向切割面侧的切割面侧面9，面向入口侧的入口侧侧面8，侧面连接切割面侧面的端部和门侧侧面的端部的面10，连接切割面侧面的另一端和另一端的另一侧面11 门侧侧面。螺栓贯穿部15形成为从切断面侧面9向侧面10线状贯通的方式形成。螺栓紧固部16在侧面11上具有螺栓插入口，坚果25在第2节中提供。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2006241800A Tunnel construction method 有权
标题翻译：隧道施工方法
公开(公告)号：JP2006241800A
公开(公告)日：2006-09-14
申请号：JP2005057975
申请日：2005-03-02
申请人： Geo-Research Institute , Japan Railway Construction Transport & Technology Agency , Kumagai Gumi Co Ltd , Railway Technical Res Inst , 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 , NONOMURA MASAICHI , SASAKI MIKIO , KOYAMA YUKINORI , ONO TAKATOSHI , KONISHI SHINJI , KAWASHIMA JUNJI , SENDAI KEIZO , KIDO YOSHIKAZU
IPC分类号： E21D11/10 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To solve the problem that concrete consumption required for the construction of lining concrete is increased because the lining concrete has to be thickened in a conventional ECL construction method.
SOLUTION: In this tunnel construction method, a tunnel is formed as follows: digging is performed by excavating natural ground 20 by means of a shield machine 1; and primary lining concrete 90 is constructed by pouring freshly mixed concrete 80 between an inner peripheral surface 33 of an excavated hole 21 and an inner form 30 provided in the rear of the shield machine 1. The concrete 90 is constructed in such a manner that the thickness of the concrete 90 is set at 100 mm or more, equivalent to ≥1% and
摘要翻译：要解决的问题：为了解决由于衬里混凝土必须以常规的ECL施工方法加厚而需要增加衬里混凝土施工所需的具体消耗量的问题。解决方案：在隧道施工方法中，隧道形成如下：采用盾构机1挖掘自然地20进行挖掘; 初级衬里混凝土90是通过在挖掘孔21的内周表面33和设置在屏蔽机1的后部的内部形式30之间浇注新混合的混凝土80而构成的。混凝土90的构造使得混凝土90的厚度设定为100mm以上，相当于要构造的隧道的内径尺寸的≥1％和<5％。在混凝土90被构造成预定长度之后，检查对应于构造后的混凝土90的一部分的自然地面20的稳定性。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2006233752A Construction method for tunnel 有权
标题翻译：隧道施工方法
公开(公告)号：JP2006233752A
公开(公告)日：2006-09-07
申请号：JP2006111359
申请日：2006-04-13
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： HASHIYA MASATO , KIDO YOSHIKAZU
IPC分类号： E21D9/06 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To reduce cost of a lining member and perform lining of segment simply and accurately when constructing a tunnel having large extension distance and small bore to reduce cost.
SOLUTION: In this construction method for tunnel, construction is performed by a jacking construction method by use of a base pushing jack 13 in the vicinity of a start part of the tunnel, and use of the base pushing jack 13 is stopped and a drilling jack 18 of a shield machine 17 is used when reaching a limit point of the jacking construction method to perform construction by switching from the jacking construction method to a shield construction method, a Hume pipe 16 is arranged in front of the base pushing jack 13, one or a few segments 19 are provided between a front end part of the Hume pipe 16 and the drilling jack 18 of the shield machine 17, joints are mounted on a front end outer side face of the Hume pipe 16 and rear end outer side faces of the segments 19 through a sealing material, and a cushion material is provided between mutually joint faces of the Hume pipe 16 and the segments 19.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：在构造具有大的延伸距离和小孔的隧道的同时，为了降低衬里构件的成本并且简单且精确地执行段的衬里以降低成本。解决方案：在这种隧道施工方法中，通过使用在隧道起始部分附近的基座推动插孔13，通过顶起施工方法进行施工，停止使用基座推动插孔13，当达到顶升施工方法的极限点时，使用屏蔽机17的钻孔千斤顶18，通过从起重施工方法切换到盾构施工方法进行施工，休憩管16布置在基座推动千斤顶的前方如图13所示，在休谟管16的前端部和屏蔽机17的钻孔千斤顶18之间设置有一个或几个段19，在休眠管16的前端外侧面和后端外侧分段19的侧面通过密封材料，缓冲材料设置在休憩管16和段19的相互接合面之间。（C）2006，JPO＆NCIPI

7. 发明专利

JP2005290806A Joint structure of segment 有权
标题翻译：连接结构
公开(公告)号：JP2005290806A
公开(公告)日：2005-10-20
申请号：JP2004106465
申请日：2004-03-31
申请人： Geostr Corp , Kumagai Gumi Co Ltd , ジオスター株式会社 , 株式会社熊谷組
发明人： KAWAGOE MASARU , KIDO YOSHIKAZU , FUJINO YUTAKA , KURAKATA TORU
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a segment which enables a pin joint to be easily inserted and retained even when small dislocation is generated between a pin joint and a retaining part, and prevent damage from being imparted to concrete or like around the joint.
SOLUTION: The pin joint 20 which protrudes in the direction of the opposite segment 10B is arranged in a butt surface 11a of a segment 10A. An annular holding member 32 having an uneven part on the inner surface side of a hole part 31 of the opposite segment 10B for receiving and fixing the pin joint 20 or an annular holding member having a multi-layer structure and having a holding member with low rigidity on the inner peripheral side and a holding member with high rigidity on the outer peripheral side is embedded in the segment 10B.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一个节段的接头结构，即使在销接头和保持部之间产生小的位错，也能够使销接头容易地插入和保持，并且防止损坏被施加到混凝土或者在联合周围。解决方案：在相对的段10B的方向上突出的销接头20布置在段10A的对接表面11a中。在相对的部分10B的孔部31的内表面侧具有用于接收和固定销接头20的不平坦部分的环形保持构件32或具有多层结构的环形保持构件，并且具有低的保持构件内周侧的刚性和外周侧具有高刚性的保持构件嵌入在段10B中。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2005042368A Segment connecting method and temporary segment joint 审中-公开
标题翻译：分段连接方法和临时分段联接
公开(公告)号：JP2005042368A
公开(公告)日：2005-02-17
申请号：JP2003202207
申请日：2003-07-28
申请人： Geostr Corp , Kumagai Gumi Co Ltd , ジオスター株式会社 , 株式会社熊谷組
发明人： KAWAGOE MASARU , KIDO YOSHIKAZU , MASUZAWA SHINJI , WATANABE KEIICHI , FUJINO YUTAKA , KURAKATA TORU
IPC分类号： E21D11/04 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a segment connecting method capable of surely fastening mutual adjacent segments by a simple constitution, and a temporary segment joint used therefor.
SOLUTION: An anchor member 14 is embedded in the end of a segment 15 by being inclined by θin in the opposite direction of a segment connecting surface to the direction of a normal (n) of the inner surface of the segment 15. Joint hardware 11 is arranged between the adjacent segments 15 and 15. Anchor bolts 13 and 13 are screwed in the respective anchor members 14 and 14 of the adjacent segments 15 and 15 via this joint hardware 11, to join the mutual adjacent segments 15 and 15.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够通过简单的结构可靠地固定相邻的段的段连接方法和用于其的临时段接头。解决方案：通过在与节段连接表面相对于节段15的内表面的方向（n）的相反方向上倾斜θin，锚定构件14嵌入在段15的端部中。接头硬件11布置在相邻的段15和15之间。锚固螺栓13和13通过该接头硬件11拧入相邻段15和15的相应的锚定构件14和14中，以将相邻的相邻区段15和15 （C）2005，JPO＆NCIPI

9. 发明专利

JP2005042361A Connection method for segment, and segment 审中-公开
标题翻译：分段和分段的连接方法
公开(公告)号：JP2005042361A
公开(公告)日：2005-02-17
申请号：JP2003201883
申请日：2003-07-25
申请人： Geostr Corp , Kumagai Gumi Co Ltd , ジオスター株式会社 , 株式会社熊谷組
发明人： KIDO YOSHIKAZU , KAWAGOE MASARU , MASUZAWA SHINJI , TANAKA HIDEKI , WATANABE KEIICHI , FUJINO YUTAKA
IPC分类号： E21D11/04 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a connection method for a segment, which can reduce the occurrences of a chip and a crack in shield propulsion, and the segment for use in the connection method.
SOLUTION: A plurality of recesses 12 are provided in a cutting-face-side lateral face 11a of the segment 11 and a pit-mouth-side lateral face 11b thereof, respectively, and an L-shaped cross-section angle 30, which abuts on each of the bottom face and lateral face of the recess 12, is installed. The segment 11 and a segment 11Z of an existing segment ring 10Z are connected together via an insertion member 40 which is composed of an elastic material and which is arranged between the recesses 12 and 12. The segments adjacent to each other in the circumferential direction of a tunnel are coupled together by means of a coupling plate, one end side of which is housed in recesses 12a and 12c each opened on the side of each circumferential butt end face and which is arranged astride the recesses 12a and 12c, and a coupling member which is equipped with a bolt screwed into an insert member pre-embedded in the segment.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种能够减少屏蔽推进中的芯片和裂纹的发生的段的连接方法，以及用于连接方法的段。解决方案：分段11的切割面侧面11a和凹坑口侧面11b分别设有多个凹部12，L形截面角30 ，其邻接凹部12的底面和侧面的每一个。现有分段环10Z的段11和段11Z经由由弹性材料构成的插入构件40连接在一起，该插入构件40布置在凹部12和12之间。沿圆周方向隧道通过联接板联接在一起，联接板的一端侧容纳在凹槽12a和12c中，凹槽12a和12c各自在每个圆周对接端面的侧面上开口，并且跨过凹部12a和12c布置，并且耦合构件其配备有螺钉拧入预嵌入段中的插入件中的螺栓。版权所有（C）2005，JPO＆NCIPI

10. 发明专利

JP2004293232A Eccentric auxiliary member of connecting part for connecting concrete part, connecting part for concrete part and connecting method for concrete part 有权
公开(公告)号：JP2004293232A
公开(公告)日：2004-10-21
申请号：JP2003089832
申请日：2003-03-28
申请人： Geostr Corp , Kumagai Gumi Co Ltd , ジオスター株式会社 , 株式会社熊谷組
发明人： KIDO YOSHIKAZU , KAWAGOE MASARU , MASUZAWA SHINJI , WATANABE KEIICHI , FUJINO YUTAKA , TANAKA HIDEKI
IPC分类号： E21D11/04 , E21D11/08 , F16B5/00 , F16B5/02 , F16B5/06 , F16B13/10 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To easily perform work at a job site when connecting mutual concrete parts by preventing the development of a crack in the concrete parts.
SOLUTION: This eccentric auxiliary member 10 has a first member 20 having a bottomed box body 22 having an opening part having the opening one side, and a first screw bar 24 projecting from the bottom reverse 23 of this bottomed box body, a second member 30 having a second screw bar 31 and a circular base 33 arranged at the root of this second screw bar 31, and a second member holding member 40 installed in the bottomed box body so as to block up the opening part of the bottomed box body 22, and forming an inserting hole 44 for inserting the second screw bar, and is constituted so that the circular base 33 of the second member 30 is housed in a housing space 75a composed of the bottomed box body 22 and the second member holding member 40, and the second screw bar 31 is projected to the opposite side of the first screw bar 24 via the inserting hole 44, and the second member 30 can be moved via the housing space 75a and the inserting hole 44.
COPYRIGHT: (C)2005,JPO&NCIPI

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