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1. 发明专利

JPH06193154A EXPANSION JOINT MECHANISM 失效
公开(公告)号：JPH06193154A
公开(公告)日：1994-07-12
申请号：JP35682092
申请日：1992-12-22
申请人： SONY CORP , TAKENAKA KOMUTEN CO
发明人： ASANO KATSUAKI , ANDO KATSU , YANO TADAHIRO , TAKAHASHI YUKIO , MIYASHITA AKIHIRO , NAKANO HIROYUKI
IPC分类号： E04B1/62 , E04B1/18 , E04B1/34 , E04B1/98 , E04H5/02
摘要： PURPOSE:To decrease the interrelational displacement between ridges although an expansion joint is the base and secure the safety of energy conduct line between the facilities. CONSTITUTION:A clean room house 1 like a precise environmental facility detesting vibration of the constituents as a separete house and an energy house 2 provided with energy supplying facilities generating vibrations are unified in the structure by the upper floor or the upper and lower floors separated from the precise environmental facility floor as far as possible. And the irnterrelational displacement between both ridges is reduced and the bypass attenuation of vibratory propagation path from a vibration source is embodied.

2. 发明专利

JPH09221939A ULTRA-HIGH STACK WITH DAMPING CONSTRUCTION 失效
公开(公告)号：JPH09221939A
公开(公告)日：1997-08-26
申请号：JP3042796
申请日：1996-02-19
申请人： TAKENAKA KOMUTEN CO
发明人： OTA MICHIHIKO , YANO TADAHIRO , YOSHIDA KEIKI , MIYASHITA AKIHIRO , SAITO YOSHITOMO , TAKAHASHI AKIKO , UCHIYAMA MASAYA
IPC分类号： E04H9/02 , E04H9/14 , E04H12/28 , F16F15/02 , F16F15/023
摘要： PROBLEM TO BE SOLVED: To improve the earthquake resistance of a stack and make the structural body of the stack lighter by covering the outer periphery of an inner cylinder as a flue, connecting the inner cylinder to an outer cylinder with dampers thereby building a damping construction. SOLUTION: An ultra-high stack is built by covering the outer periphery of an inner cylinder 2 as a flue with an outer cylinder 1 made of reinforced concrete, and a space between the inner cylinder 2 and an outer cylinder 1 is supported with supporting frames 4. And the supporting frame 4 is built by combining together a supporting frame 4a at outer cylinder side fixed to tone inner peripheral surface of the outer cylinder with a supporting frame 4b at the inner cylinder side. Moreover, a supporting base 4a at the outer cylinder side and a supporting base 4b at the inner cylinder side are coupled together through dampers 5. In this way, the deadweight of the inner cylinder 2, stair, elevator and internal steel frame can be utilized as an additional mass, and vibration energy can be absorbed by increasing the additional weight.

3. 发明专利

JPH09158178A EXECUTION METHOD OF STRUCTURE FOUNDATION USING CAST-IN-PLACE CONCRETE PILE 失效
公开(公告)号：JPH09158178A
公开(公告)日：1997-06-17
申请号：JP34003395
申请日：1995-12-04
申请人： TAKENAKA KOMUTEN CO
发明人： KITAJIMA YUTAKA , YOSHIDA KEIKI , MIYASHITA AKIHIRO
IPC分类号： E02D5/34 , E02D27/00 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To make arrangement work of reinforcing bars easy by forming the part of a pile main bar projected from the top end of a pile into a gall of the diameter of two times larger than the diameter of the pile main bar, disposing a reinforcing bar on the top end and placing concrete. SOLUTION: A cage-like pile reinforcing bar 12 is made of a number of pile main bars 12a and a number of shear reinforcing bar 12b. A gall 12a1 of the diameter of two times larger than the diameter of the pile main bar 12a is formed on the top end of the pile main bar 12a. After the cage-like reinforcing bar 12A is constructed in a pile hole, concrete is placed, and a reinforcing bar concrete pile 12 is formed. The upper end of placed concrete is made the top end 12c of specified height, and the upper part of the pile main bar 12a is projected upward of the top end 12c. After the pile 12 is formed, a main bar 15a, a bond bar 15b and a reinforcing bar 14b are disposed on the top end 12a. Furthermore, concrete 12 is placed, and the foundation is formed integral with the pile 12. Thus, the foundation composed of good quality concrete can be easily obtained.

4. 发明专利

JP2013112926A Foundation structure for photovoltaic generation device, and construction method for the same 审中-公开
标题翻译：光伏发电装置的基础结构及其构造方法
公开(公告)号：JP2013112926A
公开(公告)日：2013-06-10
申请号：JP2011256770
申请日：2011-11-24
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OGAWA TOMOKAZU , SAKURAI KAZUO , MIYASHITA AKIHIRO , NAKAMURA SHIN
IPC分类号： E02D27/44
摘要： PROBLEM TO BE SOLVED: To install a photovoltaic power generation panel or array on a soft ground and the like, without adopting a subsidence countermeasure such as pile foundation or ground improvement, and without causing the increase in size of a foundation and the increase in concrete quantity and amount of reinforcement.SOLUTION: A foundation structure for a photovoltaic generation device (1) for supporting a photovoltaic generation panel (2) or array (3) on a foundation (G) includes: a base plate (5) for supporting a central part or central area of the panel or array from a lower side; a columnar foundation (10) of a single installation and plain concrete structure type provided with a top face (13) to which a base plate can be fixed; a shell or cylindrical body (15) for sheathing the outside surface of the foundation; and anchoring means (11) for anchoring the base plate to the top face of the foundation. A frame (4) for supporting the panel or array having a plate-like profile as a whole is installed on the foundation. The load of the panel, the array, and the frame is directly transferred to the foundation via a baseplate.
摘要翻译：要解决的问题：为了在软土地等上安装光伏发电面板或阵列，不采用桩基础或地面改善等沉降对策，并且不会引起地基的尺寸增大，增加混凝土的数量和加固量。解决方案：用于在基座（G）上支撑光伏发电板（2）或阵列（3）的光伏发电装置（1）的基础结构包括：用于支撑中心部分的基板（5）或面板的中心区域或阵列的下侧; 具有可固定有基板的顶面（13）的单个安装和普通混凝土结构体的柱状基础（10）; 壳体或圆柱体（15），用于覆盖基础的外表面; 以及用于将基板固定到基础的顶面的锚定装置（11）。用于支撑具有板状轮廓的面板或阵列作为整体的框架（4）安装在基座上。面板，阵列和框架的载荷通过基板直接传递到基础。版权所有（C）2013，JPO＆INPIT

5. 发明专利

JPH01116136A METHOD OF FLOOR CONSTRUCTION BY PRECAST CONCRETE FLOOR BLOCK 失效
公开(公告)号：JPH01116136A
公开(公告)日：1989-05-09
申请号：JP27258087
申请日：1987-10-28
申请人： TAKENAKA KOMUTEN CO , ASAHI KIZAI CO LTD
发明人： INOUE KAZUHIRO , KAJI TETSUO , KIKUCHI MASAMITSU , SONOBE HIROHISA , ISHII OSAMU , MIYASHITA AKIHIRO
IPC分类号： E04B5/02
摘要： PURPOSE: To simplify the works of executing flooring by connecting small beams and large beams by erecting small beam composite floor slabs provided with the small beams on both side edge part lower surfaces with specified intervals and erecting single floor slabs on the small beams and the large beams between the small beam composite floor slabs. CONSTITUTION: Small beams 2 and large beams 10 are connected to each other by arranging small beam composite floor slabs 1 on both side edge lower surfaces of which the small beams 2 are provided on the large beams 10 with width intervals of single floor slabs 5, and thereafter, the single base plates 5 are arranged in voids 11 between the small beam composite floor slabs 1 by erecting them on the small beams 2 and the large beams 10. Recessed parts 3 and protruded parts 4 regular with amplitude within flange width of the small beams 2 are furnished on both side edges of the small beam composite floor slabs 1, and regular protruded parts 7 and recessed parts 6 to conform to the recessed parts 3 and the protruded parts 4 are furnished on both side edges of the single floor slabs 5. Consequently, it is possible to easily form a floor high in connecting strength only by erecting the single floor slabs 5 on the small beams 2 and the large beams 10 after connecting the small beams 2 of the precedently erected small beam composite floor slabs 1 to the large beams 10.

6. 发明专利

JP2005290910A Direct ceiling system for office space 有权
标题翻译：办公空间的直接吊顶系统
公开(公告)号：JP2005290910A
公开(公告)日：2005-10-20
申请号：JP2004110571
申请日：2004-04-02
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MIZUNO YOSHIKI , SUGI TETSUYA , SUGA JUNJI , ITO HIROKI , NAKAYAMA NOBUO , MIYASHITA AKIHIRO , SHIRATORI YASUHIRO , HIRANO KATSUHIKO
IPC分类号： E04B9/02
摘要： PROBLEM TO BE SOLVED: To provide an office space of simple and neat appearance with the high ceiling without increasing the story height. SOLUTION: The lower end faces of all girders 2 and beams 4 of a part where a direct ceiling system of placing horizontal panels on the upper end faces of the girders and beams is adopted in the office space, are made flush with one another by unifying the formation of the respective girders and beams, and the lower end faces of all the girders 2 and beams 4 are formed with duct members 20 serving as decorative members for covering the lower end faces. Further, the lower faces of the duct members 20 below all the girders 2 and beams 4 are made flush with one another. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供高天花板的简洁整洁的办公空间，而不增加故事高度。
解决方案：在办公室内采用在卧室和梁的上端面放置水平面板的直立天花板系统的所有桁材2和梁4的下端面与一个平齐的部分另一个通过统一各个梁和梁的形成，并且所有桁梁2和梁4的下端面形成有用作覆盖下端面的装饰构件的管道构件20。此外，管道构件20的下表面在所有梁3和梁4的下方彼此平齐。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2020090791A 柱の接合方法审中-公开
公开(公告)号：JP2020090791A
公开(公告)日：2020-06-11
申请号：JP2018226657
申请日：2018-12-03
申请人： TAKENAKA KOMUTEN CO
发明人： OBAYASHI MASARU , ITO TOSHIAKI , MIYASHITA AKIHIRO , TANABE YUSUKE , KOBAYASHI FUKO , ISHIGAMI TETSUYA , TANAKA SHUNICHI , HASEGAWA YU , FUJIWARA SATOSHI
IPC分类号： E04G21/14 , E04B1/21 , E04B1/22 , E04B1/58 , E04G23/02
摘要：【課題】下の構造部材の間に後から設置する柱に確実に鉛直荷重を負担させる。【解決手段】接合方法は、上下の梁12Lと梁12Uとの間にジャッキ50を設置し上側の梁12Uをジャッキアップする工程と、上下の梁12Lと梁12Uとの間に間柱110を設置する工程と、間柱110の上下の端部112L、112Uと梁12L、12Uとの間にグラウトを充填する工程と、グラウトが固化したのちジャッキ50をジャッキダウンして撤去する工程と、を備えている。【選択図】図3

8. 发明专利

JP2020090790A 柱の接合構造审中-公开
公开(公告)号：JP2020090790A
公开(公告)日：2020-06-11
申请号：JP2018226656
申请日：2018-12-03
申请人： TAKENAKA KOMUTEN CO
发明人： OBAYASHI MASARU , ITO TOSHIAKI , MIYASHITA AKIHIRO , TANABE YUSUKE , KOBAYASHI FUKO
IPC分类号： E04B1/21 , E04B1/58
摘要：【課題】構造部材と柱とに跨って鉄筋を配筋することなく、構造部材と柱とを接合する。【解決手段】接合構造100は、梁12Lと梁12Uとの間に設置された間柱110と、間柱110の端部112L、112Uと梁12L、12Uとの間に充填されたグラウト材Gが固化することで形成された接合部120L、120Uと、端部112L,112Uと接合部120L、120Uとの間でせん断力を伝達する第一せん断力機構150L、150Uと、梁12L、12Uと接合部120L、120Uとの間でせん断力を伝達する第二せん断力伝達機構170L、170Uと、を備えている。【選択図】図1

9. 发明专利

JPH10299146A VIBRATION CONTROL DOUBLE FLOOR AND PRECAST CONCRETE VIBRATION CONTROL MACHINE FOUNDATION 失效
公开(公告)号：JPH10299146A
公开(公告)日：1998-11-10
申请号：JP12341197
申请日：1997-04-25
申请人： TAKENAKA KOMUTEN CO
发明人： IMAZAWA TAMIO , YOSHIDA KEIKI , AKIMA TOMOYASU , TAKAHASHI YUKIO , MIYASHITA AKIHIRO , TSURUMAKI HITOSHI
IPC分类号： E04B5/43 , E04F15/024
摘要： PROBLEM TO BE SOLVED: To facilitate execution and a change, improve the vibration control performance against the vibration in the horizontal and vertical directions, and exclude the vibration transferred from a free-access floor by forming a precast concrete vibration control machine foundation compatible with a floor panel as the standard unit of the machine foundation. SOLUTION: Floor panels 1b are removably installed on the lattice openings of a plane lattice-shaped floor substrate 1a with its lattice openings made compatible with unit floor panels 1b, and a double floor 1 is constructed on a skeleton floor 3. A horizontal leg board 22 is integrally provided at the lower end of a support 21, a horizontal base board 23 is integrally provided at the upper end, and its height is made compatible with the floor height of the double floor 1. A proper number of precast concrete vibration control machine foundations 2 are provided while the plane shape is made compatible with the unit floor panels, the precast concrete vibration control machine foundations 2 are arranged in the lattice openings and replaceably installed on the skeleton floor 3 in place of the optional installed floor panels.

10. 发明专利

JPS63151726A UNDERGROUND STRUCTURE CONSISTING OF CONTINUOUS UNDERGROUND WALL 失效
公开(公告)号：JPS63151726A
公开(公告)日：1988-06-24
申请号：JP29966686
申请日：1986-12-15
申请人： TAKENAKA KOMUTEN CO
发明人： ISHII OSAMU , KIKUCHI MASAMITSU , SONOBE HIROHISA , INOUE KAZUHIRO , MIYASHITA AKIHIRO
IPC分类号： E02D27/34 , E02D29/045 , E21D13/00
摘要： PURPOSE:To adopt nontimbering work as well as to impart multifunctions to continuous walls by a method in which inner continuous walls having outwardly stepwise heaved on the upsides of both sides are constructed at intervals to a peripheral continuous wall of a square frame form. CONSTITUTION:An underground structure, consisting of a peripheral continuous wall 10 of a square frame form and an inner continuous wall 11 composed of continuous walls 11a constructed at a given interval between both long walls, and continuous walls 11b and 11c upwardly gradually stepwise heaved on both sides, is constructed of concrete in an excavated trench. The peripheral continuous wall 10 is integrated with the main bearing wall, sheathing wall, and piles while the wall 11a is integrated with piles, foundation beam, and temporary shore strut, the wall 11b is integrated with foundation beam and shore strut, the wall 11c is integrated with columns, wall, and shore strut, and the walls 11a, 11b and 11c are integrated and serve in combination as self-supporting sheathing and oblique shore strut. The adaptation of nontimbering work can thus be made possible.

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