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1. 发明专利

JP2007100463A Curve jacking method and base pushing jack used in same method 有权
标题翻译：曲线方法和基座推压方法
公开(公告)号：JP2007100463A
公开(公告)日：2007-04-19
申请号：JP2005294861
申请日：2005-10-07
申请人： Otaki Jack Kk , Taisei Corp , 大成建設株式会社 , 大瀧ジャッキ株式会社
发明人： HIROHASHI SHIGERU , TAKAMIZAWA KAZUO , KANEKO KENICHI , NISHIDA YOSHINORI , NISHIDA YASUO , SATO HIROSHI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a jacking method for efficiently construct a curve part of a culvert of a large cross section, and a base pushing jack used for the method.
SOLUTION: The base pushing jack comprises a plurality of pushing jacks 2 directly pushing a culvert component A, a plurality of supporting jacks 3 pushing the culvert component by the intermediary of the pushing jacks, a supporting plate 4 supporting the jacks, a pushing plate member 5 fixed to the front ends of the pushing jacks, and a supporting plate member 6 fixed to the front ends of the supporting jacks. Each of the pushing jacks is journaled in a manner that the pushing surface is tiltable right and left so that it may follow an angle of a pushed surface A1, which changes according to a curve movement of the culvert component A, and may come into contact with the pushed face in a rightly facing manner.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于有效构造大截面的涵洞的曲线部分的顶起方法和用于该方法的基座推动千斤顶。解决方案：基座推动插座包括直接推动涵洞部件A的多个推压千斤顶2，多个支撑千斤顶3，其通过推动千斤顶的中间推动涵洞部件，支撑插座的支撑板4，推动板构件5固定到推动千斤顶的前端，以及支撑板构件6，其固定到支撑千斤顶的前端。每个推动千斤顶以推动表面向左和向右倾斜的方式记录，使得其可以跟随根据涵洞构件A的弯曲运动而变化的推动表面A1的角度，并且可以接触推面朝着正确的方向。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2007070822A Box structure for jacking 有权
标题翻译：包装盒结构
公开(公告)号：JP2007070822A
公开(公告)日：2007-03-22
申请号：JP2005256305
申请日：2005-09-05
申请人： Ishikawajima Constr Materials Co Ltd , Taisei Corp , 大成建設株式会社 , 石川島建材工業株式会社
发明人： NISHIDA YASUO , KANEKO KENICHI , TAKAMIZAWA KAZUO , NISHIDA YOSHINORI , HIROHASHI SHIGERU , WAKABAYASHI MASANORI , SHINDO YOSHINORI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a box structure for jacking, which enables a sharply curved tunnel to be constructed by using a structure for reducing the contact of the following jacked box with a leading box during jacking.
SOLUTION: This box structure 1 is constructed by jacking the box 3 in such a manner that a female guide surface 4 formed on one leading box 3 guides a male joint surface 5 formed on the other following box 3. A recessed groove part 6, which continues in the axial direction of the tunnel and in which a circumferential surface 6b with an opening 6a is provided on the side of the joint surface 5, is formed in the guide surface 4. The joint surface 5 is provided with a joint member 7 which is composed of an approximately truncated quadrangular pyramid-shaped protrusive member 71 protruding to the side of the guide surface 4, and a fitting member 72 fixed to a leading end of the protrusive member 71. When the joint member 7 is fitted into the groove part 6, a gap 20 is formed between the guide surface 4 and the joint surface 5.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于顶升的箱结构，其能够通过使用用于在顶起式期间减小下一个夹头箱与前箱的接触的结构来实现锋利弯曲的隧道。解决方案：该盒结构体1通过以形成在一个引导箱3上的阴引导表面4引导形成在另一个后盒3上的阳接合表面5的方式顶起箱体3而构成。凹槽部分如图6所示，在导向面4上形成有在隧道的轴向上延伸的并且在接合面5的侧面上设置有开口部6a的周面6b的接合面5，构件7由大致截头的四角锥形突出构件71构成，突出到引导表面4的侧面;以及装配构件72，其固定到突出构件71的前端。当接合构件7嵌入凹槽部分6，在引导表面4和接合表面5之间形成间隙20.版权所有：（C）2007，JPO＆INPIT

3. 发明专利

JP2007016559A Construction method of tunnel and construction method of following tunnel 有权
标题翻译：隧道施工方法及隧道施工方法
公开(公告)号：JP2007016559A
公开(公告)日：2007-01-25
申请号：JP2005202012
申请日：2005-07-11
申请人： Taisei Corp , 大成建設株式会社
发明人： NISHIDA YASUO , HIROHASHI SHIGERU , SHIBANO TADAO , KANEKO KENICHI , NISHIDA YOSHINORI
IPC分类号： E21D9/093 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a tunnel capable of easily constructing a tunnel including curved lines at low cost, and a construction method of a following tunnel capable of easily and securely constructing the following tunnel at a predetermined position when a large sectional tunnel having curved lines is constructed by utilizing a plurality of tunnels arranged parallel with each other. SOLUTION: This construction method of the tunnel comprises a step for changing the direction of a front body by imparting propelling forces by base pushing jacks 3 and extending folded part propelling jacks 24 and a step for changing the directions of a rear side body and a propelling caisson 10 following up the rear side body from the rear side to the direction of a front side body by imparting propelling forces by the base pushing jacks 3 thereto and retracting the folded part propelling jacks 24. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够以低成本容易地构造包括曲线的隧道的隧道的施工方法，以及能够容易且可靠地构造在预定位置处的以下隧道的以下隧道的施工方法当通过利用彼此平行布置的多个隧道来构造具有曲线的大截面隧道时。解决方案：隧道的施工方法包括通过由基座推动千斤顶3和延伸折叠部分推进千斤顶24施加推进力来改变前部主体的方向的步骤，以及改变后侧主体的方向的步骤以及通过由基座推动千斤顶3施加推进力并将折叠部分推进千斤顶24缩回的方式，从后侧向后侧体的方向跟随后侧体的推进式沉箱10。）2007，JPO＆INPIT

4. 发明专利

JP2007002603A Construction method of underground structure 有权
标题翻译：地下结构施工方法
公开(公告)号：JP2007002603A
公开(公告)日：2007-01-11
申请号：JP2005186605
申请日：2005-06-27
申请人： Taisei Corp , 大成建設株式会社
发明人： NISHIDA YASUO , KANEKO KENICHI , HIROHASHI SHIGERU , TAKAMIZAWA KAZUO , NISHIDA YOSHINORI , SHIRAISHI SHUNEI
IPC分类号： E21D13/02 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a construction method of an underground structure for easily integrating tunnels, while securing yield strength (resistance force) to earth pressure, in the underground structure constructed by using a plurality of juxtaposed tunnels.
SOLUTION: This construction method of the underground structure forms an inner peripheral part 3 along the inner periphery of an outer peripheral part 2 by forming the outer peripheral part 2 by leaving a lining 11 facing the peripheral ground G of these tunnels 1, 1 and 1 by juxtaposing the tunnels 1 in a plurality of rows and a plurality of stages. A removal section and a timbering section are alternately set in the tunnel axis direction, and the lining 11 becoming a hindrance when constructing the inner peripheral part 3 in the removal section is removed while using at least a part of the lining 11 except for the lining 11 being the outer peripheral part 2 in the timbering section as timbering, and after closing the inner peripheral part 3 in the removal section, the inner peripheral part 3 is closed in the timbering section after removing the lining 11 used as the timbering in the timbering section.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种地下结构的施工方法，用于在通过使用多个并置的隧道构造的地下结构中确保在隧道中容易集成的地下结构中的屈服强度（阻力）。解决方案：这种地下结构的施工方法通过使面向这些隧道1的周边G的衬里11形成外周部2而形成沿着外周部2的内周的内周部3，隧道1以多个行和多个级并置，如图1和图1所示。在隧道轴线方向上交替设置除去部和木材部，在除去除去部内部的内周部3之后成为阻碍的衬垫11，除了衬里之外，还使用至少一部分衬里11 11是作为木材的木材部分中的外周部分2，并且在关闭除去部分中的内周部分3之后，在除去用作木材中的木材的衬里11之后，在木材部分中封闭内周部分3 部分。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2005240401A Moving apparatus for shield excavator and method for moving the same 有权
标题翻译：用于屏蔽式挖掘机的移动装置及其移动方法
公开(公告)号：JP2005240401A
公开(公告)日：2005-09-08
申请号：JP2004050867
申请日：2004-02-26
申请人： Taisei Corp , 大成建設株式会社
发明人： MATSUI HIDEO , HIROHASHI SHIGERU , YAMAMURA MANABU
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a moving apparatus for a shield excavator which can easily move the shield excavator, and to provide a method for moving the same.
SOLUTION: The moving apparatus 10 is used to move the shield excavator 20. The moving apparatus 10 for the shield excavator 20 comprises a pedestal 40 fixed to the lower part of the shield excavator 20 and a jacking-up device 50 which moves up and down the pedestal 40 and the shield excavator 20 by expansion/contraction action.
COPYRIGHT: (C)2005,JPO&NCIPI

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