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11. 发明专利

JPS61277726A CONTINUOUS FILLING CONSTRUCTION OF CONCRETE TO IRON BEAM ANDSTEEL PANEL WALL 失效
公开(公告)号：JPS61277726A
公开(公告)日：1986-12-08
申请号：JP11986185
申请日：1985-06-04
申请人： TAKENAKA KOMUTEN CO
发明人： KANEKO HIROFUMI , KIMURA MAMORU , IWATA MASAYUKI , OKADA KATSUYA , HIGASHIHATA YASUO
IPC分类号： E04B1/16 , E04B1/04 , E04B1/30

12. 发明专利

JP2005023562A Construction method for press-in pile 有权
标题翻译：压入式施工方法
公开(公告)号：JP2005023562A
公开(公告)日：2005-01-27
申请号：JP2003187784
申请日：2003-06-30
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMADA TAKESHI , AOKI MASAMICHI , SATO EIJI , YAMASHITA KIYOSHI , IWATA MASAYUKI , MIZUNO AKIRA
IPC分类号： E02D27/48 , E02D7/20
摘要： PROBLEM TO BE SOLVED: To provide a construction method for driving a pile under a basic skeleton for carrying out base isolation repair work of the existing building. SOLUTION: Press-in load slightly more than design yield load required for the pile is mounted on a pile body to advance press-in. A creep settlement speed of the pile body mounting press-in load thereon is measured, and the pile body is driven up to a depth not more than control value for the creep settlement speed set in advance to complete. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于在现有建筑物进行基础隔离修理工作的基本骨架下驱动桩的施工方法。
解决方案：压入负载稍大于设计所需的桩的负载负载安装在桩体上以推进压入。测量桩身安装压入载荷的蠕变沉降速度，并且将桩体驱动到不超过预先设定的蠕变沉降速度的控制值的深度。版权所有（C）2005，JPO＆NCIPI

13. 发明专利

JP2001065191A BASE ISOLATED STRUCTURE UTILIZING VISCOUS BODY WALL DAMPER 失效
公开(公告)号：JP2001065191A
公开(公告)日：2001-03-13
申请号：JP23924099
申请日：1999-08-26
申请人： TAKENAKA KOMUTEN CO
发明人： MIYAKE HIROSHI , FUJIMURA MASARU , IWATA MASAYUKI , KOBAYASHI NAGAHITO , HAYAMIZU HIROSHI , YANO TADAHIRO
IPC分类号： E04B2/56 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a base isolated structure in which a viscous body wall damper comprised of both a flat-type viscous body container and a viscous resistance plate immersed in a viscous body is placed in a seismic base-isolating layer. SOLUTION: A metal fixture 3 to be suspended at the upper side of a viscous resistance plate 1 is provided with a hole 4 for suspension in an out-of-plane direction, and a suspending device 6 with a horizontal part is inserted into the hole 4 for suspension. Then a plurality of upper fasteners A with both ends fixed to a metal fixture 5 are arranged, and the viscous resistance plate 1 is mounted to an upper-story structure. The lower end of a metal fixture 7 to be suspended at the lower side of a viscous body container 2 is brought into contact with the upper surface of a metal fixture 8, the metal fixture 7 to be supported is provided with a hole 9 for support in an out-of-plane direction, and a pressing device 10 with a horizontal part is inserted into a hole 9 for support. Then a plurality of lower fasteners B with both ends fixed to a receiving metal fixture 8 are arranged, and the viscous body container 2 is mounted to a lower-story structure.

14. 发明专利

JPH1162266A ASEISMATIC REINFORCING METHOD OF EXISTING BUILDING 失效
公开(公告)号：JPH1162266A
公开(公告)日：1999-03-05
申请号：JP23651297
申请日：1997-08-18
申请人： TAKENAKA KOMUTEN CO
发明人： HIRANO NORIAKI , TAMURA AKIO , ASO NAOKI , SEKI MITSUO , IWATA MASAYUKI , MIYAKI MUNEKAZU , KIMURA MITSURU , TSUSHI YUUKO , OKUBO SADAKICHI , HIROSHIGE TAKAAKI , FUJIMURA MASARU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To greatly increase the shear capacity without reducing the convenience of an existing building. SOLUTION: A steel reinforcement column 11 provided so as to cover the periphery of an existing column 2, and a reinforcement beam 12 is constructed by connecting an on-floor beam member 12A arranged on the upper side of an existing floor 4 on the existing beam 3 to an under-floor beam member 12B arranged on the lower side thereof by a connection member b1 piercing the existing floor 4. An on-floor part 13A of a joint reinforcement body 13 arranged on the upper side of an existing joint part is connected to an under-floor part 13B of the joint reinforcement body arranged on the lower side by a connection member b2 piercing the existing floor 4 to construct the joint reinforcement body 13. The reinforcement column 11 and the reinforcement beam 12 are connected to the joint reinforcement body 10 to construct the reinforcement frame 10 excellent in rigidity and sterngth. The aseismatic capacity of the reinforcement frame 10 can be added to an existing building, and an upper surface of the floor is raised by the thickness of a steel plate of the on-floor beam member, and the column section is increased by the thickness of a steel plate of the reinforcement column, and neigher function nor appearance of the existing building is impaired.

15. 发明专利

JPH08114033A REINFORCEMENT UNIT 失效
公开(公告)号：JPH08114033A
公开(公告)日：1996-05-07
申请号：JP24957794
申请日：1994-10-14
申请人： TAKENAKA KOMUTEN CO
发明人： IWATA MASAYUKI , ENOGUCHI MASAMITSU , TERASAWA MASABUMI
IPC分类号： E04G21/12
摘要： PURPOSE: To enhance rigidity by fixing one end of a connecting member to a plate part of a female screw metallic material screw-fitted to a screw reinforcement, and fixing the other end of the connecting member to a plate part of a female screw metallic material screw-fitted to the other screw reinforcement. CONSTITUTION: A female screw metallic material 13 is composed of a cylinder part 13b having a female screw 13a on the inner periphery and a plate part 13C integrally molded on the outer periphery of the cylinder part 13b, and plural metallic materials 13 are screw-fitted at prescribed intervals in the vertical direction of screw reinforcements 11 where male screws are arranged over the total length. Next, a reinforcement unit is composed in such a way that after the metallic materials 13 are screw-fitted to prescribed positions of the screw reinforcements 11 and 21, a pair of grid-shaped reinforcements 17 and 19 are assembled, and in a condition where the reinforcements 17 and 19 are oppositely arranged at prescribed intervals, connecting members 15 and 23 are welded to the plate part 13C, and the connecting members 15 are connected in a truss shape between the screw reinforcements 11. Therefore, sufficient rigidity is secured by the connecting members 15 and 23, and rigidity can be enhanced without using a steel frame.

16. 发明专利

JPH0615779B2 失效
公开(公告)号：JPH0615779B2
公开(公告)日：1994-03-02
申请号：JP11986085
申请日：1985-06-04
申请人： TAKENAKA KOMUTEN CO
发明人： KANEKO HIROFUMI , KIMURA MAMORU , IWATA MASAYUKI , OKADA KATSUYA , HIGASHIHATA YASUO
IPC分类号： E04B1/16 , E04B1/34 , E04B2/86

17. 发明专利

JPH0452354A PC POLE AND SRC POLE OF CRUCIFORM CROSS SECTION 失效
公开(公告)号：JPH0452354A
公开(公告)日：1992-02-20
申请号：JP16192890
申请日：1990-06-20
申请人： TAKENAKA KOMUTEN CO
发明人： IWATA MASAYUKI , OTA MICHIHIKO , KOMINAMI KATSUYOSHI , HISAKA TSUGIO , ASO NAOKI , ABE HIROSHI
IPC分类号： E04B1/16 , E04C3/34 , E04G21/12
摘要： PURPOSE:To prevent cracking due to shear, buckling of each main reinforcing bar, and expansion of concrete by disposing main reinforcing bars near the outside corner portions of each projecting portion, and disposing a first band reinforcing bar around each main reinforcing bar disposed at either of two pairs of opposite projecting portions, and a second band reinforcing bar around each main reinforcing bar disposed at the other pair of opposite projecting portions. CONSTITUTION:Main reinforcing bars 11a, 11b for normal reinforcement are disposed near the outside corner portions of each of four projecting portions S1 or S4. A rectangular band reinforcing bar 12a is disposed outside the main reinforcing bar 11a of each of two projecting portions S1, S2 while in contact with the bar 11a. A rectangular band reinforcing bar 12b is disposed outside the main reinforcing bar lib located on each corner portion of each of two projecting portions S3, S4 whil in contact with the bar 11b. The rectangular band reinforcing bars 12a, 12b are each formed by bending of a long iron bar or the connecting together of shortly cut iron bars. A normal connecting means such as welding, mechanical joint, lap joint, etc., is used for connecting the iron bars constituting the band reinforcing bars 12a, 12b.

18. 发明专利

JPS61277734A PILLAR LEG FIXING STRUCTURE OF PILLAR HAVING H-SHAPE CROSS-SECTION 失效
公开(公告)号：JPS61277734A
公开(公告)日：1986-12-08
申请号：JP11848485
申请日：1985-05-31
申请人： TAKENAKA KOMUTEN CO
发明人： IWATA MASAYUKI , OKADA KATSUYA , KIMURA MAMORU , HIGASHIHATA YASUO , KANEKO HIROFUMI , MOGAMI KIMIHIKO
IPC分类号： E04B1/24 , E04B1/58 , E04C3/32

19. 发明专利

JP2001317216A BASE ISOLATION CONSTRUCTION METHOD FOR EXISTING BUILDING 失效
公开(公告)号：JP2001317216A
公开(公告)日：2001-11-16
申请号：JP2000133187
申请日：2000-05-02
申请人： TAKENAKA KOMUTEN CO
发明人： IWATA MASAYUKI , FUJIMURA MASARU , MIZUNO AKIRA , MIYAKE HIROSHI , AIZAWA SATORU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide the base isolation construction method for an existing building, by which not only vibration energy is not concentrated to a skeleton such as a column, a pile or the like, in which the installation words of a seismic isolator are not completed, but also the skeleton is not also thickened even when the horizontal force of an earthquake or the like is generated and no effective utilization of a space after construction is obstructed. SOLUTION: The seismic isolators are placed n the installation spaces of the existing building while reinforcing members having height corresponding to the spaces of upper and lower flange plates for the seismic isolators and resisting displacement in the horizontal direction of the seismic isolators are abutted against the upper and lower flange plates along the outer circumferences of the seismic isolators, the reinforcing members are mounted on the upper and lower skeleton together with the seismic isolators by sharing mounting bolts securing eh seismic isolators to the upper and lower skeletons, and the reinforcing members set up to each seismic isolator are removed by detaching the mounting bots after the completion of the installation of all the seismic isolators in a vibration isolating layer.

20. 发明专利

JPH1162265A ASEISMATIC REINFORCING METHOD OF EXISTING BUILDING 失效
公开(公告)号：JPH1162265A
公开(公告)日：1999-03-05
申请号：JP23651197
申请日：1997-08-18
申请人： TAKENAKA KOMUTEN CO
发明人： HIRANO NORIAKI , TAMURA AKIO , ASO NAOKI , SEKI MITSUO , IWATA MASAYUKI , MIYAKI MUNEKAZU , KIMURA MITSURU , TSUSHI YUUKO , OKUBO SADAKICHI , FUJIMURA MASARU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To greatly increase the shear capacity without reducing the convenience of an existing building. SOLUTION: A steel reinforcement frame 10 which is excellent in rigidity and strength and consists of a reinforcement column 11 and a reinforcement beam 12 corresponding to an existing column 2 and an existing beam 3 on the outer periphery is constructed on the outer side of an existing building 1 formed of reinforced concrete or steel framed reinforced concrete by bringing the reinforcement column 11 and the reinforcement beam 12 close to the existing column 2 and the existing beam 3. A large number of anchors b1 , b2 are implanted in the existing column 2 and the existing beam 3 corresponding to the reinforcement column 11 and the reinforcement beam 12, the reinforcement column 11 is connected to the existing column 2 using the anchors b2 , and the reinforcement beam 12 is connected to the existing beam 3 using the anchors b1 . The strength of the reinforcement frame 10 is increased by increasing the rigidity and strength of the reinforcement beam of the reinforcement frame 10, the strength is added to the existing building, and its aseismatic property is increased thereby.

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