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1. 发明专利

JP2012246730A Method for constructing earth retaining wall 有权
标题翻译：构造地球保持墙的方法
公开(公告)号：JP2012246730A
公开(公告)日：2012-12-13
申请号：JP2011121727
申请日：2011-05-31
申请人： Toda Constr Co Ltd , 戸田建設株式会社 , Hirose & Co Ltd , ヒロセ株式会社
发明人： FUKUDA RYOSUKE , UENAGA MICHIRO , NAKAMURA YOSHIO , NAKAJIMA TAKAO , KAWAGUCHI OSAMU , ISHIMARU TATSURO , HATA NAOTO , KANEKO OSAMU , SANO DAISAKU , TAGUCHI TOMOYA , YASHIMA SHINICHI , NOBEMOTO TERUAKI
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing an earth retaining wall and a structure for the same, which can solve the problem of the conventional method for constructing an earth retaining wall in which the earth retaining wall is a double structure, leading to longer construction period and higher cost.SOLUTION: In a method for constructing an earth retaining wall, a soft ground is bored by the deep layer mixture treatment method and a solidification material slurry 1b is injected, agitated and mixed at an original position, and before the agitated and mixed soil cement in the bored hole is solidified, a reinforcement core material 5 is inserted into the bored hole so as to construct an earth retaining wall for the soft ground.
摘要翻译：要解决的问题：提供一种用于构造挡土墙及其结构的方法，其可以解决用于构造土挡土墙的传统方法的结构的问题，其中土挡土墙是双重结构，导致施工期更长，成本更高。解决方案：在一种构造挡土墙的方法中，通过深层混合处理方法对软土进行钻孔，并将固化材料浆料1b在原始位置注入，搅拌和混合，然后在搅拌和混合之前钻孔中的土体水泥固化，将加强芯材5插入钻孔中，构成软土地基挡土墙。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2012017584A Improvement body for suppressing deformation of earth-retaining wall, and suppression method 审中-公开
标题翻译：改进用于抑制地球保持墙变形的体系，以及抑制方法
公开(公告)号：JP2012017584A
公开(公告)日：2012-01-26
申请号：JP2010154644
申请日：2010-07-07
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： ISHIMARU TATSURO , SANO DAISAKU , YASHIRO SHIGEMI
IPC分类号： E02D17/04 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide an improvement body for suppressing deformation of an earth-retaining wall capable of achieving reduction of construction period and cost, and construction with less wastage and environmental influence compared to conventional improvement bodies for suppressing deformation of the earth-retaining wall.SOLUTION: During excavation of a ground while constructing earth-retaining walls, improvement bodies prevent the earth-retaining walls from deforming towards the excavation area side. Each of the improvement bodies for suppressing deformation of the earth-retaining walls is formed in a "T" shape including: a parallel part with a required length along an earth-retaining wall; and a perpendicular part perpendicular to the earth-retaining wall, being within the length not to reach an earth-retaining wall opposite the aforesaid earth-retaining wall.
摘要翻译：解决问题：提供一种用于抑制能够实现施工周期和成本降低的挡土墙的变形的改进体，并且与用于抑制变形的常规改进体相比，具有较少的浪费和环境影响的结构挡土墙。解决方案：在建造挡土墙的同时挖掘地面时，改进体可防止挡土墙向开挖区域侧变形。用于抑制挡土墙变形的每个改进体形成为“T”形，包括：沿着挡土墙具有所需长度的平行部分; 以及垂直于挡土墙的垂直部分，其长度不能到达与上述挡土墙相对的挡土墙。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2005280928A Floor climbing method and device therefor 有权
标题翻译：地板爬升方法及其装置
公开(公告)号：JP2005280928A
公开(公告)日：2005-10-13
申请号：JP2004098573
申请日：2004-03-30
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： MIYAMORI KANEYOSHI , MUKAI KOICHI , MATSUO AKIHIRO , YAMASHITA HIDETOSHI , ISHIMARU TATSURO , HANDA MASATOSHI
IPC分类号： B66C23/28
摘要： PROBLEM TO BE SOLVED: To provide a floor climbing method and a device therefor in which versatility and conversion property are high, and the cost can be reduced. SOLUTION: In the floor climbing method, holding devices 2 are installed on parts immediately above joining parts of four pillars 4 with beams 5 so as to hold the pillars 4 when a climbing crane is changed over. After these holding devices 2 are supported by each beam 5 by using jacks 23, a mast is raised by an elevating/lowering device installed on the beam on the upper floor, and a foundation mount is installed on a temporary receiving beam 26 stretched between the holding devices 2. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种地板攀登方法及其设备，其中通用性和转换性能高，并且可以降低成本。解决方案：在地板攀爬方法中，保持装置2安装在具有梁5的四个支柱4的刚刚连接部分上方的部分上，以便在爬升起重机改变时保持柱4。在这些保持装置2通过使用千斤顶23由每个梁5支撑之后，通过安装在上层的梁上的升降装置升高桅杆，并且将基座安装件安装在临时接收梁26之间，持有装置2.版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2013047459A Fixing device for self-elevation type external curing apparatus, installation method thereof and self-elevation type external curing apparatus 有权
标题翻译：用于自升式外部固化装置的固定装置，其安装方法和自升式外部固化装置
公开(公告)号：JP2013047459A
公开(公告)日：2013-03-07
申请号：JP2012262726
申请日：2012-11-30
申请人： Toda Constr Co Ltd , 戸田建設株式会社 , Jfe Civil Engineering & Construction Corp , Jfeシビル株式会社
发明人： MIWA AKIHIRO , SUZUKI SHINYA , ISHIMARU TATSURO , TAKUMA MAKOTO , SASAKI HAJIME , NAITO HITOSHI
IPC分类号： E04G21/32
摘要： PROBLEM TO BE SOLVED: To solve the problem of a conventional fixing device, regarding a fixing device for a self-elevation type external curing apparatus, that much time and efforts are required for alignment in the case of bolt fastening in a structure for fitting with the external curing apparatus, and since a bracket or the like for supporting the curing apparatus is expanded while being welded to a column, much time and efforts are required for fixing work.SOLUTION: A fixing device 1 for a self-elevation type external curing apparatus comprises a casing which is fixed in a portion at a building side, and a support bracket of which the distal end portion is expanded outside of the building on a side surface of the casing. On an upper surface of a horizontal member bridging the distal end portion of the bracket, a pin member or a pin hole is provided which is fitted freely removable to an engaging part of an arm part protruded from the external curing apparatus supported by the fixing device, and a tapered part for centering is provided in the pin member or the pin hole.
摘要翻译：要解决的问题为了解决现有的定影装置的问题，关于自立式外部固化装置的定影装置，在结构中的螺栓紧固的情况下需要花费大量的时间和精力进行对准用于与外部固化装置配合，并且由于用于支撑固化装置的支架等在被焊接到柱上的同时被扩大，因此需要花费大量的时间和努力来进行固定工作。解决方案：一种用于自立式外部固化装置的固定装置1包括固定在建筑物侧的部分中的壳体，以及支撑托架，其远端部分在建筑物的外部扩展到外壳的侧面。在桥接支架的前端部的水平构件的上表面上，设置有销部件或销孔，该销部件或销孔可自由移动地配合到从由固定装置支撑的外部固化装置突出的臂部的接合部并且在销构件或销孔中设置用于对中的锥形部。版权所有（C）2013，JPO＆INPIT

5. 发明专利

JP2011017187A Base-isolating method for existing building 有权
标题翻译：现有建筑的基础隔离方法
公开(公告)号：JP2011017187A
公开(公告)日：2011-01-27
申请号：JP2009162541
申请日：2009-07-09
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： ISHIMARU TATSURO , YAGINUMA SHUNICHI , UENAGA MICHIRO , NISHIMURA TAKESHI , ISHIOKA HIROSHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a base-isolating method for an existing building, which enables construction to be performed by utilizing an existing column, when a footing beam and the like for temporarily bearing a load of the building do not exist in the existing building.SOLUTION: In this construction method for base-isolating the whole building by inserting a base-isolating device into the column of the existing building, a lower reinforcing portion 5 reinforcing a downside existing portion, and an upper reinforcing portion 12 formed on the periphery of the existing column midway through the existing column on an upside are formed as reaction members when the load of the existing building is temporarily borne by a temporary bearing support. In the base-isolating method for the existing building, required prestress is imparted to the upper reinforcing portion 12 by a tendon 10 which is embedded in the upper reinforcing portion 12 and which has its both ends exposed on the outside; and subsequently, the load of the existing building is temporarily borne by the temporary bearing support 13a and a jack 13b, which are arranged in a vertical section between the lower and upper reinforcing portions 5 and 12.
摘要翻译：要解决的问题：为了提供现有建筑物的基础隔离方法，其能够通过利用现有的塔进行施工，当用于临时承载建筑物的载荷的基脚梁等不存在于现有建筑物中时建筑物。在这种通过将现有建筑物的柱中插入基底隔离装置来将整个建筑物隔离的施工方法中，加强下部存在部分的下部加强部分5和形成在其上的上部加强部分12 当现有建筑物的载荷暂时由临时轴承支撑件承载时，在上侧的现有列中间的现有列的边缘形成为反作用构件。在现有建筑物的基础隔离方法中，通过嵌入在上加强部12中并且其两端露出在外侧的腱10将所需的预应力赋予上加强部12。并且随后，现有建筑物的载荷暂时由临时轴承支撑件13a和千斤顶13b承载，该突起部件布置在下部和上部加强部分5和12之间的垂直部分中。

6. 发明专利

JP2013104220A Slab demolition method and demolition device 有权
标题翻译： SLAB拆解方法和拆卸装置
公开(公告)号：JP2013104220A
公开(公告)日：2013-05-30
申请号：JP2011248481
申请日：2011-11-14
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： MIWA AKIHIRO , SUZUKI SHINYA , ISHIMARU TATSURO , TAKUMA MAKOTO
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a slab demolition method and demolition device capable of solving the problem that a conventional slab demolition method takes labor, costs and time since a slab of a demolition object needs to be supported with a support so as not to fall.SOLUTION: In the slab demolition method for cutting, removing and demolishing a slab, a concrete cutter having an angle adjusting mechanism for a blade is prepared for the slab of a cutting object, cutting is performed with the blade so as to obliquely perform cutting to a cutting object inner side from a floor surface of the slab to the back surface to form oblique cut parts 13a, 13b, a wedge 13 for preventing slipping-down of the slab is implanted to the oblique cut parts, the slab of a cutting object 12 is cut off so as to be lifted from the other slabs having the oblique cut parts in at least part of a cut part, and the slab of the cutting object 12 which is made liftable is removed with a lifting device.
摘要翻译：要解决的问题：提供一种能够解决常规板块拆除方法需要劳动的成本和时间的平板拆除方法和拆除装置，因为需要用支撑件支撑拆卸物体的平板，所以需要支撑，因此不跌倒解决方案：在用于切割，移除和拆除板坯的板坯拆除方法中，准备具有用于叶片的角度调节机构的混凝土切割机，用于切割物体的板坯，用刀片进行切割以便倾斜对切割对象内侧进行从板坯的地板表面到后表面的切割，以形成倾斜切割部分13a，13b，将用于防止板坯滑落的楔形件13植入到倾斜切割部分中，在切割部分的至少一部分中切割切割物体12以从具有倾斜切割部分的其他板材提起，并且用提升装置移除可升降的切割物体12的板坯。版权所有（C）2013，JPO＆INPIT

7. 发明专利

JP2010070941A Method and device for restraining horizontal force in base-isolating work 有权
标题翻译：在基础隔离工作中限制水平力的方法和装置
公开(公告)号：JP2010070941A
公开(公告)日：2010-04-02
申请号：JP2008237807
申请日：2008-09-17
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： YAGINUMA SHUNICHI , UENAGA MICHIRO , ISHIMARU TATSURO , NISHIMURA TAKESHI , IWAMOTO SATOSHI
IPC分类号： E04G23/02 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a method for restraining a horizontal force in base-isolating work, which enables a restraining force to be exerted in all directions by a simple constitution, and which can reduce the cost of members. SOLUTION: In this method for restraining the horizontal force in the base-isolating work, a tubular earthquake-resisting plate 1 for being erected on a lower foundation 2 and an upper foundation 4 is formed in the base-isolating work of an existing building, and set on the lower foundation constructed during the base-isolating work; the upper foundation is constructed on the upper position of the lower foundation; after that, the tubular earthquake-resisting plate 1 is lifted upward from the lower foundation 2 and erected between the upper and lower foundations; subsequently, a grout material is infilled between the inside wall surface of the tubular earthquake-resisting plate 1 and the wall surfaces of the upper and lower foundations, so that they can be integrated together; and the existing building is restrained not to be displaced horizontally during earthquakes. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种限制基础隔离作业中的水平力的方法，其能够通过简单的结构使所有方向施加约束力，并且可以降低构件的成本。解决方案：在这种用于限制基底隔离作业中的水平力的方法中，在下基座2和上基座4上竖立的管状抗震板1形成在现有建筑，并设置在基础隔离工作中建造的下层基础; 上基础构造在下基础的上位; 之后，将管状抗震板1从下基座2向上提升并竖立在上下基座之间; 随后，在管状耐震板1的内壁表面和上下基座的壁表面之间填充灌浆材料，使得它们可以集成在一起; 现有的建筑物在地震期间被限制在不能水平位移。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2004339816A Construction method for replacement of building 审中-公开
公开(公告)号：JP2004339816A
公开(公告)日：2004-12-02
申请号：JP2003138387
申请日：2003-05-16
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： TAKAAI TATSUYA , KIMURA KAZUFUMI , FUJITA KAZUJI , ISHIMARU TATSURO
IPC分类号： E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method for replacement of a building, which enables a great reduction in a construction period and costs.
SOLUTION: In this construction method for the replacement of the building, after a foundation 8 to be newly constructed, which has weight for resisting buoyancy, equivalent to a part of weight reduced by demolishing a ground skeleton 5, is constructed on a foundation 6 of the building 2 with an underground skeleton 4 which is built on ground 1 with a high groundwater level, the existing underground skeleton 4 and the existing ground skeleton 5 are demolished while an underground skeleton 14 to be newly constructed is constructed on the newly constructed foundation 8.
COPYRIGHT: (C)2005,JPO&NCIPI

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