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1. 发明专利

JPH09195687A SEGMENT 失效
公开(公告)号：JPH09195687A
公开(公告)日：1997-07-29
申请号：JP618196
申请日：1996-01-17
申请人： ISHIKAWAJIMA KENZAI KOGYO KK , TAISEI CORP
发明人： HASHIMOTO HIROHIDE , WAKABAYASHI MASANORI , KAJI OSAMU , NISHIDA YOSHINORI , ISA HIDE , RYOKE KUNIYASU
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To simplify structure of a segment while securing sufficient strength. SOLUTION: A frame body 2 is constituted of a skin plate 4 provided on an outer peripheral side, a main girder plate 5 arranged on a side part of the skin plate 4 and a coupler plate 6 arranged on an end part of the skin plate 4. A plural number of ribs 7 are provided with a clearance S between themselves and the skin plate 4 between the main girder plates 5 of the frame body 2. Concrete 3 is deposited in the frame body 2 including a part of the clearance S between the ribs 7 and the skin plate 4.

2. 发明专利

JP2006118213A Backfilling material and construction method of underground structure using the same 审中-公开
标题翻译：使用它的地下结构的回填材料和构造方法
公开(公告)号：JP2006118213A
公开(公告)日：2006-05-11
申请号：JP2004307201
申请日：2004-10-21
申请人： Taisei Corp , Tokai Rubber Ind Ltd , 大成建設株式会社 , 東海ゴム工業株式会社
发明人： KANEKO KENICHI , RYOKE KUNIYASU , SHIMAYA SUSUMU
IPC分类号： E21D11/00 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide an economical backfilling material and a construction method of an underground structure using this backfilling material, superior in work efficiency, and capable of constructing a tunnel of a stable quality.
SOLUTION: This construction method of the underground structure includes a jacking box arranging process of pressing a jacking box 10 in the ground by thrust of a jacking jack S while cutting the natural ground G by an excavator K and a filling process of filling the backfilling material 20 formed by mixing a univalent or bivalent metallic salt aqueous solution of an acrylic acid, an aqueous solution of aluminum water soluble salt and a bisulfite aqueous solution in a void 21 formed around the jacking box in response to the jacking box arranging process.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种经济的回填材料和使用该回填材料的地下结构的施工方法，工作效率高，能够构建质量稳定的隧道。解决方案：这种地下结构的施工方法包括：顶起箱安排过程，其通过推土机顶杆S的推力将起落架10按压在地面上，同时用挖掘机K切割天然地面G，回填材料20是通过将一次性或二价金属盐的丙烯酸水溶液，铝水溶性盐的水溶液和亚硫酸氢盐水溶液混合在形成在起重箱上的空隙21中，。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2006104795A Natural ground consolidating construction method and water stopping construction method 审中-公开
标题翻译：自然地基综合施工方法及停水施工方法
公开(公告)号：JP2006104795A
公开(公告)日：2006-04-20
申请号：JP2004293751
申请日：2004-10-06
申请人： Taisei Corp , Tokai Rubber Ind Ltd , 大成建設株式会社 , 東海ゴム工業株式会社
发明人： TERADA KOTARO , KAWAKITA SHINJI , RYOKE KUNIYASU , SHIMAYA SUSUMU , MIZUNO NOBORU , WAKIZAKA OSAMU
IPC分类号： E02D3/12 , C09K17/02 , C09K17/08 , C09K17/14 , C09K17/48 , C09K103/00 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a natural ground consolidating construction method or a water stopping construction method which has excellent workability, a high degree of saturation, and excellent permeability into a sandy natural ground having low perviousness and into a rock bed having cracking properties or the like.
SOLUTION: The natural ground consolidating construction method or the water stopping construction method is that a filling tube 28 is arranged at an oval hole dug and provided in the natural ground 29. Then (meta) acrylic acid base liquid medicine, which makes the following liquid (A) to (C) essential, is supplied to the filling tube 28, and infused into the natural ground. When the following liquids (A) to (C) stored in different non-ferrous tanks 1, 21, 22 respectively are pressure-supplied to the filling tube 28 separately by a non-ferrous filling machine 4, theliquid (A), liquid (B) and liquid (C) are mixed at a liquid (A):liquid (B):liquid (C)=1:0.9 to 1.5:0.9 to 1.5 mixing ratio upstream from the filling tube 28 on a basis of capacity. Then (A) is a (meta) acrylic acid monovalent or bivalent metal salt water solution, (B) is a water solution of aluminum water-soluble salt, and (C) is a bisulfite water solution.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种天然地面固结施工方法或一种防水施工方法，其具有优异的可加工性，高饱和度和对透水性低的沙质天然地面具有优异的渗透性，并且具有开裂性等。解决方案：天然地面固结施工方法或止水施工方法是将填充管28布置在挖出的椭圆形孔中，并设置在自然地面29.然后（甲基）丙烯酸基液药，使以下液体（A）至（C）必需的，被供应到填充管28，并且输入到天然地面中。储存在不同有色金属罐1,21,22中的以下液体（A）〜（C）分别由有色金属填充机4向液体（A），液体（A）， B）和液体（C）在液体（A）：液体（B）：液体（C）= 1：0.9至1.5：0.9至1.5的混合比例基于容量与填充管28混合。那么（A）是（甲基）丙烯酸一价或二价金属盐水溶液，（B）是铝水溶性盐的水溶液，（C）是亚硫酸氢盐水溶液。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JPS6378919A TENSION MEMBER FOR PC CONSTRUCTION WORK 失效
公开(公告)号：JPS6378919A
公开(公告)日：1988-04-09
申请号：JP21969586
申请日：1986-09-19
申请人： TAISEI CORP
发明人： HATSUZAKI TOSHIO , NISHIGAKI TARO , NAKANISHI AKIRA , NAITO SEIJI , RYOKE KUNIYASU
IPC分类号： E04C5/08 , E02D5/80
摘要： PURPOSE:To utilize wires for injection of grout by a method in which wires are set in a cylindrical form to form a tension member having a hole inside. CONSTITUTION:A group of wires 2 having high strength and excellent flexibility are arranged into a cylindrical tension member 1. The hole 11 formed in the axis is utilized for injection of grout.

5. 发明专利

JP2001288987A TUNNEL BORING MACHINE 失效
公开(公告)号：JP2001288987A
公开(公告)日：2001-10-19
申请号：JP2000105883
申请日：2000-04-07
申请人： TAISEI CORP
发明人： SHIODA ETSURO , RYOKE KUNIYASU , AOKI TOMOYUKI , SHIMAYA SUSUMU
IPC分类号： E21D9/10 , E21D9/08 , E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide a tunnel boring machine, by which a tunnel having various sectional shapes such as not only a circular shape but also a horseshoe shape, an elliptical shape, a rectangular shape or the like can be excavated freely so that wasteful excavation related to a region not supplied to the application of a tunnel after completion is not generated. SOLUTION: In the tunnel boring machine containing an excavation means 1 comprising cutter spokes 12 rotatably installed around a tunnel axis and crushing a ground related to a face, a revolving-torque imparting means imparting revolving torque required for crushing to the cutter spokes 12, a thrust imparting means imparting thrust required for crushing to the cutter spokes 12, a reaction obtaining means obtaining reaction required for pipe jacking from a pit wall and a discharging means discharging crushed articles to a rear by the cutter spokes 12, the cutter spokes 12 are expanded and contracted freely in response to the sectional shape of the tunnel.

6. 发明专利

JPH1061390A CONSTRUCTION METHOD OF TUNNEL 失效
公开(公告)号：JPH1061390A
公开(公告)日：1998-03-03
申请号：JP23714896
申请日：1996-08-20
申请人： TAISEI CORP
发明人： RYOKE KUNIYASU , TAMURA TOSHIO , IWANO MASAHIRO , SATO KAZUO
IPC分类号： E21D9/10
摘要： PROBLEM TO BE SOLVED: To form a stable working face which is free from collapse and falling in by excavating a shape of the working face into a shape of a part of a sphere which protrudes on an innermost side of the working face by a cutter wheel on which a disc cutter is attached on outer periphery thereof. SOLUTION: A disclike cutter wheel 1 on which a disc cutter is attached on outer periphery thereof is attached to a tip of an arm 2. The arm 2 performs the oscillation movement around a rotary shaft 3 at a basic end thereof. The disclike cutter wheel 1 bites in a face of a working face 4 slightly and moves horizontally for excavation due to the reciprocal movement of the arm 2. As a result, the working face 4 is excavated into a shape of a part of a sphere which protrudes on an innermost side of the working face 4. Furthermore, both hem parts 5 of the working face 4 are formed by a curve so that a stable shape can be ensured.

7. 发明专利

JPS62141299A LINING EXECUTION METHOD OF TUNNEL 失效
公开(公告)号：JPS62141299A
公开(公告)日：1987-06-24
申请号：JP28205985
申请日：1985-12-17
申请人： TAISEI CORP
发明人： ISHII YASUO , RYOKE KUNIYASU , INOUE TARO
IPC分类号： E21D11/10

8. 发明专利

JPS62291323A EARTH ANCHOR 失效
公开(公告)号：JPS62291323A
公开(公告)日：1987-12-18
申请号：JP13280386
申请日：1986-06-10
申请人： TAISEI CORP
发明人： HATSUZAKI TOSHIO , NISHIGAKI TARO , NAKANISHI AKIRA , NAITO SEIJI , RYOKE KUNIYASU
IPC分类号： E02D5/80 , E04C5/08 , E04C5/12
摘要： PURPOSE:To eliminate the needs for rust-preventing treatment for strands and also for the use of sheath material by a method in which a pair of couplers are set in a mutually facing manner and high-strength, corrosion-resistant, and flexible strands are engaged with the arms of the couplers to assemble an anchor. CONSTITUTION:A pair of couplers 2 and 3 are set in a mutually facing manner, and high-strength, corrosion-resistant, and flexible strands 1 of small-diameter resin-derived carbon fiber, etc., not metal are engaged with the arms of the couplers 2 and 3 with several turns to assemble an anchor. The anchor is penetrated into an anchor hole 4 and grout 5 is injected into the hole 4 to fix the tip of the anchor to the natural ground. After the grout 5 hardens, bolts 22 are thrust through a distribution plate 6, and the plate 6 is attached to the inlet of the hole 4 and screwed with nuts 23 in such a way as to introduce a given tension force into the strand 1. The bolt 22 is then fixed with the nuts 23.

9. 发明专利

JPS62165134A MEASURING METHOD FOR BEDROCK STRESS IN TUNNEL EXCAVATION 失效
公开(公告)号：JPS62165134A
公开(公告)日：1987-07-21
申请号：JP654086
申请日：1986-01-17
申请人： TAISEI CORP
发明人： ISHII YASUO , RYOKE KUNIYASU , INOUE TARO
IPC分类号： G01L5/00
摘要： PURPOSE:To easily build a steel-made frame which is sectioned in a U shape at a necessary place in a tunnel section and to measure the stress of the bedrock directly and accurately by using the steel-made frame and fitting a flexible tube previously. CONSTITUTION:The flexible tube 4 equipped with a liquid injection port 2 and a pressure gauge connector 3 is put in the cavity part of the steel-made frame 1 which is sectioned in the U shape. Then the frame is built along an excavating surface 7 having its opening part opposite after a tunnel 6 is excavated in the ground 5. A pressure gauge 8 is fitted to the connector 3 of the tube 4 after the frame is built, and liquid such as water is pressurized and injected into the tube 4 from the injection port 2, so that the tube 4 pressed against the excavating surface 7. A cock provided to the injection port 2 is closed after the internal pressure of the tube 4 reaches specific pressure large enough for contacting with the excavating surface, and thus measure ment preparations are completed. Then, the expansion pressure of the bedrock that the tube 4 contacts is measured by the pressure gauge 8 through the intervention of variation in the hydraulic pressure in the tube 4. Thus, the stress of the bedrock is measured accurately.

10. 发明专利

JP2007332720A Construction method for underground structure 有权
标题翻译：地下结构施工方法
公开(公告)号：JP2007332720A
公开(公告)日：2007-12-27
申请号：JP2006168346
申请日：2006-06-19
申请人： Hazama Corp , Japan Construction Mechanization Association , Maeda Corp , Ohbayashi Corp , Shimizu Corp , Taisei Corp , 前田建設工業株式会社 , 大成建設株式会社 , 株式会社大林組 , 株式会社間組 , 清水建設株式会社 , 社団法人日本建設機械化協会
发明人： RYOKE KUNIYASU , KANEKO KENICHI , YASUI NARUTOYO , ISO YOSHINOBU , KIUCHI TSUTOMU , TAKENOUCHI YASUAKI , MATSUI YOSHIHIKO
IPC分类号： E21D13/02 , E21D9/06 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a construction method for an underground structure capable of constructing the underground structure comprised of a small-cross-section tunnel group even if a vertical shaft is not constructed. SOLUTION: This is a method for constructing a widened part 100 by surrounding a natural ground 6 with a small-cross-section tunnel group 10 coupled with side surfaces of a plurality of small-cross-section tunnels 111,121,131 and 141 and by excavating the surrounded natural ground. After excavating with a shield machine 21 which is provided with a plurality of small-cross-section shield machine, the plurality of small-cross-section tunnels is constructed with intervals by excavating with the plurality of small-cross-section shield machines toward one of the end 100a of the both ends 100a and 100b in a longitudinal direction of the widened part 100 and similarly by excavating toward the other end 100b so that the small-cross-section tunnel group coupled with the side surfaces is formed by constructing a small-cross-section tunnel 131 between a small-cross-section tunnel 111 previously constructed. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种即使没有构造竖直轴也能构造由小截面隧道组构成的地下结构的地下结构的施工方法。解决方案：这是一种用于通过围绕天然地面6来构造加宽部分100的方法，其中小截面隧道组10与多个小截面隧道111,121,131和141的侧表面耦合，并且由挖掘周围的自然景观。在用设有多个小截面屏蔽机器的屏蔽机21进行挖掘之后，通过与多个小横截面屏蔽机器一起挖掘而形成多个小横截面的隧道。两端部100a，100b的端部100a沿加宽部100的长度方向延伸，同样地向另一端100b挖掘，与侧面结合的小截面通道组通过构成小型 - 预先构造的小截面隧道111之间的横截面隧道131。版权所有（C）2008，JPO＆INPIT

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