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1. 发明专利

JP2007063903A Technique for reforming and constructing underfloor portion of hanging body of existing structure 有权
标题翻译：改造和建造现有结构体系的下放部分的技术
公开(公告)号：JP2007063903A
公开(公告)日：2007-03-15
申请号：JP2005253353
申请日：2005-09-01
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YOKOMIZO KATSUYUKI , KANO MAMORU , HIRAO KENICHI , SAITO YUICHI , ARAI MITSUNORI , KOSAKA NORIO , NISHIMURA TAKUYA , TAYA YUJI , ODAJIMA ATSUSHI
IPC分类号： E04G23/06 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a technique for excavating an underfloor portion of a hanging body of an existing structure having the hanging body under a ground in a structurally stable condition and reforming and constructing a new underground body without leaving the site. SOLUTION: The technique comprises a step of constructing a bordering wall 2 on the outer periphery of the hanging body 1 of the existing structure 10 and primarily excavating a ground between the bordering wall 2 and the hanging body 1 to the extent that a foundation 4 of the hanging body 1 is exposed, a step of installing a pile body 5 in an excavation site to support the foundation 4 of the hanging body 1, constructing a concrete retaining wall 6 to integrate the hanging body 1, the pile body 5 and the bordering wall 2 together, and shifting the support of the hanging body 1 to that of the pile body 5 and the bordering wall 2, and a step of secondarily excavating the ground up to a requires depth thereafter and reforming and constructing the new underground structure in the excavation site. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种技术，用于在结构稳定的条件下，将具有悬挂体的现有结构的悬挂体的底部底部挖掘并重新构建新的地下体而不离开现场。解决方案：该技术包括在现有结构10的悬挂体1的外周上构造边界壁2的步骤，并且主要在边界壁2和悬挂体1之间挖掘地面，悬挂体1的基座4露出，将桩体5安装在挖掘部位的步骤，以支撑悬挂体1的基座4，构成将悬挂体1，桩体5 并且接合壁2在一起，并且将悬挂体1的支撑件移动到桩体5和边界壁2的支撑件，并且此后将地面二次挖掘到需要深度的步骤，并重新构建新的地下挖掘现场的结构。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2008013926A Existing building foundation reinforcing method 有权
标题翻译：现有建筑基金会加固方法
公开(公告)号：JP2008013926A
公开(公告)日：2008-01-24
申请号：JP2006183343
申请日：2006-07-03
申请人： Takenaka Doboku Co Ltd , Takenaka Komuten Co Ltd , 株式会社竹中土木 , 株式会社竹中工務店
发明人： HOSODA HIDEKAZU , HIRAO KENICHI , WADA KAZUHIKO , SHIINA AKIO , TAKECHI OSAMU , NOMURA SHIGEKI
IPC分类号： E02D27/48 , E02D5/28 , E02D27/12 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide an existing building foundation reinforcing method for safely and positively reinforcing an existing spread foundation by newly or additionally setting support piles or friction piles to a bottom surface of an existing building while maintaining the existing building in service conditions.
SOLUTION: The existing building foundation reinforcing method is composed of the following steps; in the first step, a shaft 1 is excavated in the ground 11 around the existing building 10, and by using the shaft 1, box culverts 3 are horizontally laid in the ground 11 immediately under the existing building 10. In the second step bottom slabs 3a of the box culverts 3 at locations where the piles 5 are to be constructed are removed, and the piles 5 are constructed in the ground 11 immediately under the removed bottom slabs. Then supports 8 are erected in a gap between top slabs 3b of the box culverts 3 and a bottom surface 2 of the building, and the ground 11 at locations of the supports is excavated, followed by removing the top slabs 3b of the box culverts 3 located immediately above the piles 5 are removed. In the third step, support means 6 for supporting the bottom surface 2 of the building are arranged on upper surfaces of the piles 5 via removed portions of the top slabs 3b, respectively.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种现有的建筑基础加固方法，用于通过在现有建筑物的底面新设置或另外设置支撑桩或摩擦桩来安全和积极地加强现有铺展基础，同时维护现有建筑物的使用条件。解决方案：现有建筑基础加固方法由以下步骤组成：在第一步骤中，在现有建筑物10周围的地面11中挖出轴1，并且通过使用轴1，盒式涵洞3水平地放置在现有建筑物10正下方的地面11中。在第二步骤中，底板拆卸堆叠5的位置处的箱式涵洞3的3a，并将桩5构造在立即拆下的底板下方的地面11中。然后，将支架8竖立在箱涵3的顶板3b和建筑物的底面2之间的间隙中，并且在支撑件的位置处挖掘出地面11，然后移除箱式涵洞3的顶板3b 位于桩5正上方。在第三步骤中，用于支撑建筑物的底面2的支撑装置6分别经由顶板3b的去除部分布置在桩5的上表面上。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2007063853A Technique for transmitting supporting reaction of additional wall 有权
标题翻译：用于发送附加壁支持反应的技术
公开(公告)号：JP2007063853A
公开(公告)日：2007-03-15
申请号：JP2005251523
申请日：2005-08-31
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YOKOMIZO KATSUYUKI , KANO MAMORU , HIRAO KENICHI , ODAJIMA ATSUSHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a countermeasure technique for safely and reliably transmitting supporting reaction to upper structures during work for the base isolation of a structure when installing a temporarily supporting jack or a base isolation device on a position of bias from a column to support the vertical load of the upper structures.
SOLUTION: In the supporting reaction transmitting technique, the temporarily supporting jack 4 is installed on the position of bias from the column, and when shifting the vertical load of the upper structures 6B, 7B if the upper structures 6A, 7A right over the temporarily supporting jack cannot support the axial force of the temporarily supporting jack, an additional wall is provided on an upstairs body right over the jack to transmit the supporting reaction of the temporarily supporting jack to the upper structures and the column with the assistance of the additional wall.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种对策技术，用于在工作期间安全可靠地将支撑反应传递到结构的基部隔离，当将临时支撑的千斤顶或基座隔离装置安置在偏置的位置时柱支撑上部结构的垂直载荷。解决方案：在支撑反应传输技术中，临时支撑千斤顶4安装在从塔的偏压位置，并且当上部结构6A，7A正好移动时移动上部结构6B，7B的垂直载荷临时支撑千斤顶不能支撑临时支撑千斤顶的轴向力，附近的壁设置在位于千斤顶上方的楼上的身体上，以将临时支撑的千斤顶的支撑反作用于上述结构和塔的支撑反作用力额外的墙。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2007085021A Countermeasure construction method of earthquake time horizontal force in base isolation work 审中-公开
标题翻译：基础隔离工作中地震时间水平力的相对测量方法
公开(公告)号：JP2007085021A
公开(公告)日：2007-04-05
申请号：JP2005272259
申请日：2005-09-20
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YOKOMIZO KATSUYUKI , KANO MAMORU , HIRAO KENICHI , ODAJIMA ATSUSHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a countermeasure construction method for securing aseismatic safety of an existing structure in base isolation work by restricting the existing structure by sharing earthquake time horizontal force and vertical force in the base isolation work of the existing structure. SOLUTION: A bearing wall 5 is constructed between an existing foundation 3 of the existing structure and an existing foundation beam 4 on its foundation. After curing the bearing wall 5, a base isolation device 7 is arranged between the existing foundation beam 4 and a new foundation separately constructed in a just under position of the existing foundation 3 or the existing foundation beam 4. After completing installation work of the base isolation device 7, the bearing wall 5 is disassembled. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过在现有结构的基础隔离工作中共享地震时间水平力和垂直力来限制现有结构来确保现有结构在基础隔离工作中的抗震安全性的对策施工方法。解决方案：在现有结构的现有基础3和其基础上的现有基础梁4之间构造一个轴承壁5。在固定轴承壁5之后，在现有的基础梁4和分别构造在现有基座3或现有的基础梁4的正下方的新基座之间布置有基部隔离装置7.在完成基座的安装工作之后隔离装置7，分解轴承壁5。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2007070874A Method of reconstructing under portion of apparatus while operating the apparatus 审中-公开
标题翻译：在操作设备时重新设计的方法
公开(公告)号：JP2007070874A
公开(公告)日：2007-03-22
申请号：JP2005258691
申请日：2005-09-07
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YOKOMIZO KATSUYUKI , KANO MAMORU , HIRAO KENICHI , SAITO YUICHI , KAMIURA NAOKI , ARAI MITSUNORI
IPC分类号： E04G23/06 , E02D27/08 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a method of reconstructing the under portion of an apparatus while operating it in which the reconstruction of the under portion of concrete floor on which the very heavy apparatus is installed is performed while safely and surely operating it without suspending the apparatus from a ceiling portion. SOLUTION: This method comprises a step of dismantling skeletons 5 such as floor concrete around the apparatus 3 and excavating the ground to a predetermined depth, a step of depositing a foundation concrete 6 on the bottom face of the excavated portion and installing temporary receiving materials such as steel columns on the foundation concrete 6, a step of transferring the support of the apparatus 3 to the temporary receiving material 7 by joining a base member 2 supporting the apparatus 3 to the temporary receiving material 7, a step of excavating the under portion 4 of the apparatus 3 and performing reconstruction by constructing newly installed skeletons such as base isolation members and foundations at the excavated portion or reinforcing an existing foundation, and a step of removing the temporary receiving material 7 and the foundation concrete 6 after curing. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种在安装和确定操作的同时执行装置的重新装置的方法，其中在其中安装重型装置的混凝土地板的下部的重建被执行而不会使设备从天花板部分悬挂下来。解决方案：该方法包括将设备3周围的地板混凝土等骨架5拆除到预定深度的步骤，将基础混凝土6堆放在挖掘部的底面上并安装临时在基础混凝土6上接收诸如钢柱的材料，通过将支撑设备3的基座构件2接合到临时接收材料7而将设备3的支撑件转移到临时接收材料7的步骤，在装置3的下部4处，并且通过在挖掘部分处构造诸如基础隔离构件和基座的新安装的骨架或加强现有的基础来进行重建，以及在固化后移除临时接收材料7和基础混凝土6的步骤。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2007070844A Base isolation construction method for existing building 审中-公开
标题翻译：现有建筑的基础隔离施工方法
公开(公告)号：JP2007070844A
公开(公告)日：2007-03-22
申请号：JP2005257365
申请日：2005-09-06
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YOKOMIZO KATSUYUKI , KANO MAMORU , HIRAO KENICHI , SAITO YUICHI , ODAJIMA ATSUSHI
IPC分类号： E04G23/02 , E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a base isolation construction method for an existing building by cutting off a column or a base by a predetermined height and installing a base isolation device at the cut portion.
SOLUTION: The upper end part of a temporary receiving jack disposed around the column or the base on which the base isolation device is installed is abutted on a beam on a right above floor positioned right above the jack. An axial force supported by the column or the base on which the base isolation device is installed is supported by the temporary receiving jack by using a reaction force from columns on upper floors more than the right above floor through a diagonal support joining the generally right above porion of the temporary receiving jack on the right above floor beam and a column-beam joining part on the upper side of the just above floor column positioned right above the column or the base. The column or the base is cut off by a predetermined height, and the base isolation device is installed at the cut portion.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了通过将塔或基座切割预定高度来为现有建筑物提供基础隔离施工方法，并且在切割部分安装基座隔离装置。
解决方案：设置在基座隔离装置的基座或基座周围的临时接收插座的上端部抵接在位于插座正上方的地板的右上方的梁上。由安装基座隔离装置的支柱或基座支撑的轴向力由临时接收千斤顶通过使用来自位于地板右上方的上层楼层上的列的反作用力通过大致正上方的对角支撑支撑位于地板梁上方的临时接收千斤顶的孔和位于立柱或基座正上方的正上方的上侧的柱梁接合部分。柱或基座被切断预定的高度，基部隔离装置安装在切割部分。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2014074309A Construction method of underground structure 有权
标题翻译：地下结构施工方法
公开(公告)号：JP2014074309A
公开(公告)日：2014-04-24
申请号：JP2012223225
申请日：2012-10-05
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店 , Takenaka Doboku Co Ltd , 株式会社竹中土木
发明人： FUNAKAWA MASAFUMI , MAEDA TADAO , NAGAI SHIGEKATSU , HIRAO KENICHI , KITA IPPEI , KITAHARA MIKI , ONISHI AYAKO , KOGA TOSHIAKI
IPC分类号： E02D3/00 , B09C1/00 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To construct an underground structure containing no polluted soil in the ground having polluted soil without causing the same to be spread into an environment.SOLUTION: A construction method of an underground structure comprises the processes: to construct partition members in contaminated soil and remove the contaminated soil inside a partitioned area partitioned by the partition members; to replace the contaminated soil at a construction site of the underground structure and an area surrounding the construction site with clean soil by backfilling the partitioned area with the clean soil; and to construct the underground structure in the clean soil.
摘要翻译：要解决的问题：在地面污染土壤中构建不含有污染土壤的地下结构，而不会使其蔓延到环境中。解决方案：地下结构的施工方法包括以下过程：构建受污染的分隔构件去除由分隔构件分隔的分区内的污染土壤; 用干净的土壤将分割区域回填，用地面结构的施工场地和施工现场周围的区域用干净的土壤代替污染土壤; 并在干净的土壤中建造地下结构。

8. 发明专利

JP2007070882A Filling method for epoxy resin 有权
标题翻译：环氧树脂填充方法
公开(公告)号：JP2007070882A
公开(公告)日：2007-03-22
申请号：JP2005258860
申请日：2005-09-07
申请人： Bondo Engineering Kk , Takenaka Komuten Co Ltd , ボンドエンジニアリング株式会社 , 株式会社竹中工務店
发明人： YOKOMIZO KATSUYUKI , KANO MAMORU , HIRAO KENICHI , SAITO YUICHI , KEI TAKAHIRO , MIYAUCHI YASUMASA , NAKATANI SHIRO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a method of filling a viscous body such as an epoxy resin in a clearance between a skeleton and the flange of a base isolation device when the flange of the base isolation device is joined to the skeleton.
SOLUTION: The outer peripheral edge of the clearance is closed with a sealant. A group of viscous body filling holes and air holes are formed in the sealant. The air is expelled through the air holes while filling the viscous body through the filling holes to fill the viscous body in the clearance part formed by the skeleton, the flange of the base isolation device, and the sealant.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种当基础隔离装置的凸缘接合到骨架时，将基体隔离装置的骨架与凸缘之间的间隙中填充诸如环氧树脂的粘性体的方法。
解决方案：间隙的外周边缘用密封剂封闭。在密封剂中形成一组粘性体填充孔和空气孔。空气通过空气孔排出，同时通过填充孔填充粘性体，以填充由骨架，基部隔离装置的凸缘和密封剂形成的间隙部分中的粘性体。版权所有（C）2007，JPO＆INPIT

9. 发明专利

JP2007070881A High precision cutting method for reinforced concrete column 有权
标题翻译：用于加固混凝土柱的高精度切割方法
公开(公告)号：JP2007070881A
公开(公告)日：2007-03-22
申请号：JP2005258854
申请日：2005-09-07
申请人： Daiichi Cutter Kogyo Kk , Takenaka Komuten Co Ltd , 株式会社竹中工務店 , 第一カッター興業株式会社
发明人： YOKOMIZO KATSUYUKI , KANO MAMORU , HIRAO KENICHI , SAITO YUICHI , ARAI MITSUNORI , KOSAKA NORIO , NISHIMURA TAKUYA , KAMIURA NAOKI , ADACHI AKIRA
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a method of precisely cutting a member to be cut such as a reinforced concrete column by using a wire saw. SOLUTION: A guide member insertion hole is formed in such a size that can guide the cutting along the cutting surface of the member to be cut while holding and restraining both faces of a wire saw by a guide member to be inserted. At least two guide members are inserted into the guide member insertion hole, and the wire saw is held between the guide members for restraint, and the cutting of the member to be cut is advanced. COPYRIGHT: (C)2007,JPO&INPIT

10. 发明专利

JP2007063911A Technique for reforming and constructing underfloor portion around column leg portion of existing structure 有权
标题翻译：在现有结构的柱状部分改造和构造底层部分的技术
公开(公告)号：JP2007063911A
公开(公告)日：2007-03-15
申请号：JP2005253582
申请日：2005-09-01
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YOKOMIZO KATSUYUKI , KANO MAMORU , HIRAO KENICHI , SAITO YUICHI , ARAI MITSUNORI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a technique for constructing a new beam and a new slab with high quality reliably integrated with an existing floor even in work for reinforcement at the underfloor side and performing safe reforming work such as base isolation or earthquake-proof reinforcement for an underfloor portion while keeping an overfloor portion around a column leg portion of an existing structure in an usable condition. SOLUTION: The technique comprises a step of excavating the underfloor portion 8, a step of assembling a formwork in the underfloor portion 8, filling concrete in the formwork to construct the new beam 1 integrated with an existing floor 3 with no gap, curing the new beam 1 until developing its predetermined strength, and then removing the formwork therefrom, a step of assembling a formwork in a position adjacent to the new beam 1, and filling concrete in the formwork to construct the new slab 2 integrated with the existing floor 3 and the new beam 1 with no gap, and a step of curing the new slab 2 until developing its predetermined strength, removing the formwork therefrom, and performing reforming work such as base isolation or earthquake-proof reinforcement for the underfloor portion 8. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于构造新的梁和新的具有高质量可靠地与现有地板一体化的新的板坯的技术，甚至在地板下方的加强作业中进行基础隔离或地震的安全改造工作同时在现有结构的柱腿部分周围保持可使用状态的地板部分。解决方案：该技术包括挖掘底板部分8的步骤，在地板下部分8中组装模板的步骤，在模板中填充混凝土以构造与现有地板3一体化而没有间隙的新梁1，固化新梁1直到发展其预定的强度，然后从其中移除模板，将模板组装在与新梁1相邻的位置的步骤，并将模具中的混凝土填充以构造与现有的地板3和没有间隙的新梁1，以及固化新板坯2直到达到预定强度的步骤，从其中移除模板，并对地板下部分8进行诸如基础隔离或抗震加固的重整工作。版权所有（C）2007，JPO＆INPIT

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