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1. 发明专利

JP2012087557A Bubble injection system 有权
标题翻译：泡沫注射系统
公开(公告)号：JP2012087557A
公开(公告)日：2012-05-10
申请号：JP2010236090
申请日：2010-10-21
申请人： Sagami Saabo Kk , Taiheiyo Soil Corp , Taisei Corp , 大成建設株式会社 , 太平洋ソイル株式会社 , 相模サーボ株式会社
发明人： NAKANO MASAHARU , TANIGUCHI ATSUSHI , YOKOUCHI SHINTARO , HIROWATARI TAKASHI , ISHII TAKAO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a bubble injection system capable of performing injection under high water pressure conditions and capable of simply adjusting an injection flow rate and injection pressure.SOLUTION: A bubble injection system 1 for injecting a foam into a chamber of an excavator includes a foaming material supply pump 2, a compressor 3, a squeeze pump 4, and a foaming cylinder 5. The squeeze pump 4 pressurizes a mixture in which a foaming material squeeze-pumped via the foaming material supply pump 2 and compressed air squeeze-pumped via the compressor 3 are mixed together, and sends out the pressurized mixture to the foaming cylinder 5.
摘要翻译：要解决的问题：提供一种能够在高水压条件下进行喷射并且能够简单地调整喷射流量和喷射压力的气泡喷射系统。解决方案：用于将泡沫注入挖掘机的腔室的气泡喷射系统1包括发泡材料供应泵2，压缩机3，挤压泵4和发泡缸5.挤压泵4对混合物加压其中通过发泡材料供应泵2挤压泵送的发泡材料和经由压缩机3挤压的压缩空气混合在一起，并将加压混合物送出到发泡筒5.版权所有（C）2012 ，JPO＆INPIT

2. 发明专利

JP2013053416A Pipe roof construction method 有权
标题翻译：管道屋顶施工方法
公开(公告)号：JP2013053416A
公开(公告)日：2013-03-21
申请号：JP2011190830
申请日：2011-09-01
申请人： Taisei Corp , 大成建設株式会社
发明人： FUKUDA TAKAMASA , TANIGUCHI ATSUSHI
IPC分类号： E21D9/04 , E21D11/15 , E21D11/36
摘要： PROBLEM TO BE SOLVED: To provide a pipe roof construction method for efficiently constructing a pipe roof with high structural reliability while permitting errors in constructing tunnels.SOLUTION: The pipe roof construction method comprises: a first step of constructing a plurality of tunnels side by side in a ground; and a second step of mounting a guide member in a start side tunnel where steel pipes R for the pipe roof are inserted into the ground for guiding the steel pipes R to the inner space side of a segment (steel segment) S, inserting the steel pipes R via the guide member into the ground until arriving at an arrival side tunnel, and bridging the pipe roof R between both tunnels to form forepoling timbering, and fixing a supporting member 3 to the inner space face of the segment (steel segment) S of the sart side tunnel while using the supporting member 3 for supporting the steel pipes R at their ends protruded from the guide member to the inner space side of the segment (steel segment) S of the start side tunnel.
摘要翻译：要解决的问题：提供一种管道屋顶施工方法，用于有效地构建具有高结构可靠性的管道屋顶，同时允许构造隧道的错误。解决方案：管道屋顶施工方法包括：在地面上并排构造多条隧道的第一步骤; 以及将引导构件安装在起始侧隧道中的第二步骤，其中用于管道顶部的钢管R插入到用于将钢管R引导到段（钢段）S的内部空间侧的地面中，将钢通过引导构件将管道R引入地面，直到到达侧面隧道，并且将两个隧道之间的管道屋顶R桥接以形成前端木材，并将支撑构件3固定到段（钢段）S的内部空间面在使用支撑构件3的情况下，将支撑构件3支撑在从导向构件突出的端部到起始侧隧道的段（钢段）S的内部空间侧。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2013072200A Adit construction method and departure method 有权
标题翻译：补充施工方法和出租方法
公开(公告)号：JP2013072200A
公开(公告)日：2013-04-22
申请号：JP2011211184
申请日：2011-09-27
申请人： Taisei Corp , 大成建設株式会社
发明人： FUKUDA TAKAMASA , TANIGUCHI ATSUSHI , MUROGA DAIJIRO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide an adit construction method with which a space can be secured at the back of a follower.SOLUTION: According to an adit construction method utilizing a departure facility D provided within an existing tunnel A, a follower 5 abutted to a rear end face of a following box 2 is disposed at the back of a departure port and after a connection material 8 from an opening edge of the departure port to the follower 5 is disposed, a tensile force is applied to the connection material 8 by a jack 6 which is mounted to the follower 5, thereby moving the follower 5 to the side of the departure. Therefore, a leading box 1 and the following box 2 are extruded from the departure port.
摘要翻译：要解决的问题：提供一种可以在从动件背面确保空间的安装方法。解决方案：根据利用设置在现有隧道A内的出发设施D的方式构造方法，与后箱2的后端面邻接的从动件5设置在出发端口的后部并且在连接之后从出口的开口边缘到从动件5的材料8被设置，通过安装在从动件5上的千斤顶6向连接材料8施加张力，由此将跟随器5移动到离开的一侧。因此，引导箱1和下一个箱2从出口口挤出。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2010254459A Extension belt conveyor device 有权
标题翻译：延伸带输送机设备
公开(公告)号：JP2010254459A
公开(公告)日：2010-11-11
申请号：JP2009109419
申请日：2009-04-28
申请人： Taisei Corp , 大成建設株式会社
发明人： NAKANO MASAHARU , TANIGUCHI ATSUSHI , FUKUDA TAKAMASA
IPC分类号： B65G21/14 , E21D9/12
摘要： PROBLEM TO BE SOLVED: To provide the system of an extension belt conveyor allowing belt extension work to be efficiently performed on the ground.
SOLUTION: The extension belt conveyor is used, which is extensible by attaching an endless belt to a frame, cutting a part of the belt and fusion-bonding an additional belt. The extension belt conveyor is installed inside a tunnel 3. Further, the belt is led out to the ground from a pithead end of the tunnel 3 and a cassette part 6 for extending the belt by fusion-bonding the additional belt is arranged at the ground portion. At the cassette part 6, the belt is horizontally folded back in a plurality of steps, and the cassette part 6 is installed on a stand 8 which serves also as a work bench.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种延伸带式输送机的系统，允许皮带延伸工作在地面上有效地进行。
解决方案：使用延伸带式输送机，通过将环形带连接到框架是可延展的，切割带的一部分并且熔合附加的带。延伸带式输送机安装在通道3的内部。此外，带从隧道3的井口端引出到地面，并且用于通过熔接粘合附加带来延伸带的盒部分6布置在地面一部分。在盒部件6处，带子以多个台阶水平折回，并且盒部件6安装在也用作工作台的支架8上。版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2003003784A Moving device of shield excavator and its moving method 有权
标题翻译：盾构挖掘机移动装置及其移动方法
公开(公告)号：JP2003003784A
公开(公告)日：2003-01-08
申请号：JP2001191764
申请日：2001-06-25
申请人： Ishikawajima Harima Heavy Ind Co Ltd , Metropolitan Expressway Public Corp , Taisei Corp , 大成建設株式会社 , 石川島播磨重工業株式会社 , 首都高速道路公団
发明人： KAWASE OSAMU , NISHIOKA IWAO , YONEMURA MITSUFUMI , NAKAGAWA TAKESHI , TANIGUCHI ATSUSHI , YASUI TAKESHI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a moving device of a shield excavator and its moving method capable of rotating and moving the heavy and large-sized shield excavator in a narrow space.
SOLUTION: The moving device 1 used for at least either movement or rotation of the shield excavator is constituted of a supporting surface 2, a frame body 3 having a plurality of circular holes 31 and a spherical body 4 inserted in the circular hole of the frame body, the frame body is set on the supporting surface, and at least either movement or rotation of the shield excavator can be executed on the spherical body. A receiving holder 5 can be laid between the spherical body and the shield excavator.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种能够在狭窄的空间内使重型和大型盾构式挖掘机旋转移动的盾构式挖掘机的移动装置及其移动方法。解决方案：用于屏蔽挖掘机的至少任一移动或旋转的移动装置1由支撑表面2，具有多个圆形孔31的框架体3和插入框架的圆形孔中的球体4构成框架体设置在支撑面上，并且可以在球体上执行盾构式挖掘机的移动或旋转的至少一种。接收保持器5可以放置在球体和盾构挖掘机之间。

6. 发明专利

JP2017089310A セグメントおよびセグメントの製造方法审中-公开
公开(公告)号：JP2017089310A
公开(公告)日：2017-05-25
申请号：JP2015223163
申请日：2015-11-13
申请人：大成建設株式会社 , Taisei Corp
发明人： ODA TAKASHI , TANIGUCHI ATSUSHI , FUKUDA TAKAMASA
IPC分类号： E21D11/04
摘要：【課題】曲げモーメントが発生した場合であっても、耐火コンクリートの一体性が維持されるセグメントおよびセグメントの製造方法を提案する。【解決手段】トンネル軸方向の両端に設けられた一対の主桁4,4と、トンネル周方向の両端に設けられた一対の端板5,5と、地山に面するスキンプレート6と、主桁4の内空側に配筋された格子状鉄筋8と、格子状鉄筋8を巻き込むように打設された耐火コンクリート31とを備えるセグメント1であって、格子状鉄筋8は、主桁4の内空側の端面に固定された取付部材9により主桁4に取り付けられている。【選択図】図1

7. 发明专利

JP2011162987A segment 审中-公开
标题翻译：分割
公开(公告)号：JP2011162987A
公开(公告)日：2011-08-25
申请号：JP2010026074
申请日：2010-02-09
申请人： Taisei Corp , 大成建設株式会社
发明人： TANIGUCHI ATSUSHI , FUKUDA TAKAMASA , NISHIOKA IWAO , ISHII MITSURU , NISHIDA YOSHIO
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a segment which is simple in structure and can secure a large strength against a shearing force. SOLUTION: This segment 1 is used to form the outer shell of a tunnel by combining a plurality of segments. The segment includes a skin plate 2 forming the outer peripheral surface of the tunnel, inter-ring joint parts 3 vertically installed, in pairs, at both side edges of the skin plate at an interval in the axial direction of the tunnel, and inter-segment joint parts vertically installed, in pairs, at both end edges of the skin plate at an interval in the circumferential direction of the tunnel. A recess/projection fitting structure in which the surface contact of a projective surface 31a and a web surface 32a generally crossing each other in the joint direction is generated when the segment is joined to the other one installed adjacent thereto is formed at the inter-ring joint part. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种结构简单并能够抵抗剪切力确保大的强度的段。解决方案：该段1用于通过组合多个段来形成隧道的外壳。该段包括形成隧道的外周面的皮肤板2，在隧道的轴向方向上间隔地沿垂直地成对地安装在皮肤板的两个侧边缘处的环形间接合部3，在隧道的圆周方向上间隔地沿着皮肤板的两端边缘成对垂直地安装。一个凹槽/突出配合结构，其中当在相邻的位置处连接到另一个安装部分时，产生在接合方向上大致彼此交叉的突出表面31a和腹板表面32a的表面接触。联合部分。版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2014129722A Connection structure of pipe roof 有权
标题翻译：管道连接结构
公开(公告)号：JP2014129722A
公开(公告)日：2014-07-10
申请号：JP2014036223
申请日：2014-02-27
申请人： Taisei Corp , 大成建設株式会社
发明人： FUKUDA TAKAMASA , TANIGUCHI ATSUSHI
IPC分类号： E21D9/04 , E21D11/15 , E21D11/36
摘要： PROBLEM TO BE SOLVED: To provide a connection structure of a pipe roof, capable of solving the problem of flood while dispensing with ground improvement and the like, and enabling fixation of an arrival side tunnel and steel pipes for a pipe roof to be performed with high structural reliability while allowing construction errors even when a start side tunnel and the arrival side tunnel have the construction errors.SOLUTION: In the case that steel pipes R for a pipe roof are bridged between a plurality of tunnels HT, TT constructed in a ground G to form a forepoling supporting, a pipe roof connection structure consists of: the steel pipes R for a pipe roof inserted from a start side tunnel HT advanced up to a surface or a position apart from the surface of an arrival side tunnel into the ground; and a fixing member 1 through which ends of the steel pipes R and a surface of the arrival side tunnel TT q are fixed together.
摘要翻译：要解决的问题：为了提供一种管道屋顶的连接结构，能够解决洪水问题，同时分配地面改善等，并且能够固定用于管道屋顶的到达侧隧道和钢管，以进行与高的结构可靠性，即使在起始侧隧道和到达侧隧道都有施工误差的同时也能够施工错误。解决方案：在管道屋顶的钢管R桥接在多个隧道HT，TT构造在地面之间 G形成前推支撑，管屋顶连接结构包括：从起始侧隧道HT插入的管道屋顶的钢管R，前进到表面或离开到达侧隧道表面的位置到地面 ; 以及固定构件1，钢管R的端部和到达侧隧道TT q的表面固定在一起。

9. 发明专利

JP2014098307A Connection structure of pipe roof 有权
标题翻译：管道连接结构
公开(公告)号：JP2014098307A
公开(公告)日：2014-05-29
申请号：JP2014036249
申请日：2014-02-27
申请人： Taisei Corp , 大成建設株式会社
发明人： FUKUDA TAKAMASA , TANIGUCHI ATSUSHI
IPC分类号： E21D9/04 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a connection structure of a pipe roof, enabling an efficient and structurally reliable pipe roof to be constructed while tolerating construction errors of a tunnel.SOLUTION: A connection structure of a pipe roof is used in the case of bridging pipe roof steel pipes R between a plurality of tunnels HT, TT constructed in parallel with each other in the ground to form a forepoling supporting. In a start side tunnel HT from which the pipe roof is inserted into the ground G through a guide member, end parts of the steel pipes R projecting from the guide member to the inner space of the start side tunnel HT are fixed to an inner space face of the start side tunnel HT to support them by bearing members 3.
摘要翻译：要解决的问题：为了提供管道屋顶的连接结构，能够构建有效且结构可靠的管道屋顶，同时容忍隧道的施工误差。解决方案：在桥接的情况下使用管道屋顶的连接结构管道屋顶钢管R之间的多个隧道HT，TT在地面上相互并联构成，形成一个前推支撑。在通过引导构件将管顶从管道顶部插入地面G的起始侧隧道HT中，从引导构件突出到起始侧隧道HT的内部空间的钢管R的端部固定到内部空间起始侧隧道HT的表面由轴承构件3支撑。

10. 发明专利

JP2013072201A Adit and adit construction method 有权
标题翻译： ADIT AND ADIT施工方法
公开(公告)号：JP2013072201A
公开(公告)日：2013-04-22
申请号：JP2011211185
申请日：2011-09-27
申请人： Taisei Corp , 大成建設株式会社
发明人： FUKUDA TAKAMASA , TANIGUCHI ATSUSHI , MUROGA DAIJIRO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide an adit with which the risk of flood or sediment collapse during construction can be reduced.SOLUTION: An adit comprises an adit body which is constructed according to a pipe jacking method, an add-on decking body 3 added to the adit body, and a connecting frame 4 disposed in an arrival port. The adit body includes a leading box 1 which is first extruded from a departure port, and following boxes 2, 2, ... following the leading box 1. The additional decking body 3 is disposed between the leading box 1 and an opening edge of the arrival port. A front end of the connecting frame 4 is fixed to the opening edge of the arrival port, and a rear end of the connecting frame 4 is fixed to an inner surface of the add-on decking body 3 and an inner surface of the leading box 1.
摘要翻译：要解决的问题：提供可以减少施工期间洪水或泥沙塌方的风险的方法。解决方案：包括根据顶管方法构造的安装体，附加在附件体上的附加装甲体3和设置在到达端口中的连接框架4。主体包括首先从出口端口挤出的引导箱1，以及跟随箱体1的后面的箱子2,2，...。附加的甲板主体3设置在引导箱1和开箱边缘抵港港。连接框架4的前端固定在到达口的开口边缘上，连接框架4的后端固定在附加甲板主体3的内表面和引导盒的内表面 1.版权所有（C）2013，JPO＆INPIT

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