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1. 发明专利

JP2000008522A CONCRETE WALL FORM MATERIAL AND CONCRETE WALL FORMWORK 失效
公开(公告)号：JP2000008522A
公开(公告)日：2000-01-11
申请号：JP18196098
申请日：1998-06-29
申请人： TAKENAKA KOMUTEN CO , NOZAWA KK
发明人： YONENAGA MASARU , TAKESHIMA KENJI , ADACHI KAZUHIKO , ISHINO RENJI , SAWADA HIROSHI , TAMURA AKIO , KITA JUNKO , NAKAMURA MASATO , YOKOMIZO KATSUYUKI , MIWA TETSUYA , ONO SADATOSHI , KANEKO YUICHI , SATO HIDEO , SUGATA MASAHIRO , KADOWAKI ISAO , KURODA YOSHINORI , FUKUDA KOJI , IZUMIYAMA KAZUHIRO , HOSODA YOSHIHIRO
IPC分类号： E04B2/86
摘要： PROBLEM TO BE SOLVED: To provide a concrete wall form material capable of moving the protrusion positions of separators and to improve the workability for forming a concrete wall. SOLUTION: This concrete wall form material 21 is provided with fitting grooves 27 on the back face side 25 and ribs 29 facing inward at both side opening edges. In the concrete wall construction method with it, receiving members are fitted into the fitting grooves 27 to erect the concrete wall form material 21, then separators are fastened to the receiving members in the fitting grooves 27 at one end, and the separators are protruded from the back face side 25 of the concrete wall form material 21. The receiving members are slid in the fitting grooves 27 of the concrete wall form material 21, the other ends of the separators are fastened at the prescribed positions of a sheathing board erected to face the back face side 25 of the concrete wall form material 21, then concrete is placed between the concrete wall form material 21 and the sheathing board.

2. 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

3. 发明专利

JP2001164582A FOUNDATION CONSTRUCTION FOR ULTRA-HIGH TOWER AND CONSTRUCTION METHOD THEREFOR 失效
公开(公告)号：JP2001164582A
公开(公告)日：2001-06-19
申请号：JP37634799
申请日：1999-12-06
申请人： TAKENAKA KOMUTEN CO
发明人： MURATA KOJI , YOSHIDA KEIKI , SAWAMURA MAKIHITO , ITO TAKESHI , YOKOMIZO KATSUYUKI , MATSUO KOJI
IPC分类号： E02D27/32
摘要： PROBLEM TO BE SOLVED: To provide a foundation construction or the like for an ultra-high tower (for example, higher than 300 m) with a towering ratio of more than 5 capable of suppressing the site area to a small value. SOLUTION: In a surrounding portion of a lower portion of an ultra-high tower 30 on the ground 10, an outer peripheral diaphragm wall pile 21 with a closed cross section penetrating a supporting ground layer 11 is constructed, and at the inner side of this wall pile 21, an inner continuous underground wall pile 22 with a closed cross section penetrating the bearing ground layer 11 by lowering the upper end from the ground surface at least by the thickness of the mat slab or a number of inner cast-in- place concrete piles are constructed and a mat slab 25 of reinforced concrete is constructed in one united body with these at the upper side of the concrete pile or the wall pile 22 at the inner side of the upper portion of the concrete pile or at the inner side of the upper portion of the concrete pile, and an ultra-high tower having the towering ratio of 5 or larger is constructed by coupling its bottom portion to the foundation 21, 25, therefore, the vertical rigidity and rotation rigidity of the foundation can be improved, and the safety of the ultra-high tower against a long-term large load, overturning against wind, and against overturning during earthquake can be secured.

4. 发明专利

JPH04125768A DOCUMENT PREPARING DEVICE 失效
公开(公告)号：JPH04125768A
公开(公告)日：1992-04-27
申请号：JP24653890
申请日：1990-09-17
申请人： TAKENAKA KOMUTEN CO , TOYO SANGIYOU KK
发明人： SHUDO YASUHIKO , FURUNO HIDEJIRO , TERADA HIROTSUNE , HORI TOSHIO , YOKOMIZO KATSUYUKI , UCHIDA TAKAO , MITSUI TAKESHI , TOGAMI HIROFUMI , TANAKA KAZUTO
IPC分类号： G06F17/21
摘要： PURPOSE:To save labor for preparing a document by storing the contents of a common part for all the document to be prepared and the contents of various parts corresponding to plural layers and preparing the document by synthesizing the designated layers. CONSTITUTION:Concerning the contents of a prescribed page in the document to be prepared, for example, common parts 46A and 48A having contents 46 and 48 are stored corresponding to a layer 1. Parts (sentences) 46B and 48B differing the contents 46 and 48 are stored corresponding to respective layers 2 and 3, and parts (graphics) 46C and 48C differing the contents 46 and 48 are stored corresponding to respective layers 4 and 5. Thus, when the layers 1, 2 and 4 are designated by the layer designation of the macro-document, the contents of the document to be prepared are equal to the contents 46 and when the layers 1, 3 and 5 are designated, the contents of the document to be prepared are equal to the contents 48.

5. 发明专利

JPH0372111A SINGLE-WALING GROUND-RETAINING METHOD USING BACK ANCHOR 失效
公开(公告)号：JPH0372111A
公开(公告)日：1991-03-27
申请号：JP20877089
申请日：1989-08-11
申请人： TAKENAKA KOMUTEN CO , KOZO KOJI KK
发明人： SEKIYA TETSUYA , HYODO IKUO , HATAKEYAMA HIROBUMI , YOKOMIZO KATSUYUKI , SHUDO YASUHIKO , OKAMURA UICHIRO , KINOSHITA MUTSUHISA , KIDA SHUNICHI
IPC分类号： E02D17/04
摘要： PURPOSE:To reduce the cost required for the construction method stated in the title by arranging a plurality of waling members at intervals on the bracket of a parent pile and prestressing the tensile member of a back anchor via a metal fitting disposed between adjacent waling members, the tensile member being installed in the ground. CONSTITUTION:A natural ground 11 is supported by a parent pile 4 and a ground retaining plate 12. A plurality of waling members 1 are arranged at intervals on the bracket 5 of the parent pile 4. An anchor receiving metal fitting 6 is disposed between adjacent waling members 1. The tension member 3 of a back anchor, which member is installed in the ground, is passed through the through hole of the anchor receiving metal fitting 6 and then prestressed and anchored to the metal fitting 6.

6. 发明专利

JP2001177319A METHOD FOR INCREASING HEIGHT OF EXISTING ANTENNA TOWER 失效
公开(公告)号：JP2001177319A
公开(公告)日：2001-06-29
申请号：JP37675999
申请日：1999-12-17
申请人： TAKENAKA KOMUTEN CO
发明人： MURATA KOJI , YOSHIDA KEIKI , SAWAMURA MAKIHITO , YOKOMIZO KATSUYUKI , MATSUO KOJI , YAMADA MOTOHIRO
IPC分类号： E04H12/10 , E04H12/34 , H01Q1/12
摘要： PROBLEM TO BE SOLVED: To provide a method for increasing the height of an existing antenna tower by which the height of the existing antenna tower is increased without causing a radio wave interference, while using an existing antenna installed on the existing tower so as to attain installation of new antennas. SOLUTION: This existing antenna tower is classified into an antenna installation upper part 12, on which the existing antennas 131-133 and a support lower part 11 supporting the upper part. The antenna installation upper part is sequentially built up in a plurality of stages, height-increasing structures 20A-20C are sequentially added to a lower gap of the antenna installation upper part after each stage is built up, the lowermost height increasing structure 20C is fixed to the support lower side 11 and new antennas 13A-13C are installed to the height increasing structures added to the antenna installation upper part. Since the antenna installation upper part and the support lower part of the existing antenna tower are used for this height-increasing work, no acquisition of a new tower lot is required.

7. 发明专利

JPH02274938A COMBINING METHOD FOR SRC COLUMN 失效
公开(公告)号：JPH02274938A
公开(公告)日：1990-11-09
申请号：JP9819089
申请日：1989-04-18
申请人： TAKENAKA KOMUTEN CO
发明人： IZUMI ITOSHI , YONEZAWA TOSHIO , OKUNO TORU , YOKOMIZO KATSUYUKI , YANAGAWA YUTAKA , KOMINAMI KATSUYOSHI
IPC分类号： E04B1/16 , E04C3/34
摘要： PURPOSE:To improve quality by a method wherein, after the part of a columnar steel frame is filled with concrete and the concrete is cured to form a half precast column material, a columnar material is driven, and reinforcing bars are arranged and cast-in-place concrete is placed. CONSTITUTION:A columnar steel frame 1 is manufacture in a shop, and a partitioning material 10 for construction, e.g. expand metal, is welded between flanges. At a field, concrete 12 is placed between the flanges of the columnar frame steel 1 and cured to form a half precast columnar material A. The columnar material A is driven in a site, and the leg part of the columnar frame steel 1 is joined with the columnar steel frame at a subsequent lower floor. A precast large beam is then driven, joining of steel frames and joining of main reinforcing bars are effected. Columnar reinforcing bar assembly is effected at 2 and 7 around the columnar material A, a half precast slab is spanned between the large beams, and after columnar form assembly is effected, cast-in- place concrete 9 is placed.

8. 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

9. 发明专利

JP2001349096A METHOD FOR CONSTRUCTION OF ULTRA HIGH-RISE TOWER 失效
公开(公告)号：JP2001349096A
公开(公告)日：2001-12-21
申请号：JP2000205904
申请日：2000-06-02
申请人： TAKENAKA KOMUTEN CO
发明人： MURATA KOJI , YOSHIDA KEIKI , SAWAMURA MAKIHITO , ITO TAKESHI , YOKOMIZO KATSUYUKI , MATSUO KOJI
IPC分类号： E04B1/18 , E04B1/30 , E04B1/35 , E04G11/22 , E04G21/14 , E04H12/00
摘要： PROBLEM TO BE SOLVED: To provide a method for construction of high-rise tower with a towering ratio of 5 or more, capable of assuring a safety during the operation at an ultra high position, protecting the peripheral environment which may be deteriorated by the loading and unloading of a large volume of materials, strictly observing a construction period by safely performing the operation irrespective of whether the weather is fine or rainy, and improving cost effectiveness. SOLUTION: An intermediate structural body 20 for observation room is constructed on a base Ft, and a lower structural body 10 is constructed in the working space formed inside the intermediate structural body 20 in order from the lower side to the upper side thereof. As rising the upper portion of the constructed lower structural body the intermediate structural body is successively raised by the reaction of the constructed portion, and the tower-like upper structural body 30 is constructed in the working space formed inside the intermediate structural body in order from the upper side to the lower side thereof to raise the constructed portion in order. The upper part of the completed lower structural body is connected to the intermediate structural body, and the lower part of the completed upper structural body is connected to the intermediate structural body. By the utilization of the intermediated for the observation room structural body, a temporary installation cost can be reduced remarkably.

10. 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

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