专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JPH10115105A EARTHQUAKE-RESISTING REINFORCING METHOD OF EXISTING RC-SRC COLUMNS AND LIGHTWEIGHT DIVIDED FORM UNIT 失效
公开(公告)号：JPH10115105A
公开(公告)日：1998-05-06
申请号：JP28750796
申请日：1996-10-08
申请人： OKABE CO LTD , TEKKEN CONSTR CO , OKI KENSETSU KK , GOTO CONCRETE KK
发明人： ABE KEIICHI , NAKAJIMA HIDEKAZU , TOKAWA MASAYUKI , HANADA TOSHIO , ICHIKAWA MASAKAZU , ISHIWATARI YASUHIRO , IMAZU YOSHIAKI , NAKANE HIROSHI , FURUTO TOSHINORI , MATSUBAYASHI KATSUNORI
IPC分类号： E04G9/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide earthquake-resisting reinforcing technique to an existing RC.SRC column, by which reinforcing works can be conducted simply by a smaller work space and in which the workability of the reinforcing works is improved and workhour requirement needed for construction works is shortened and a constraint applied to a space user is reduced while the effect of polution, etc., to a periphery is also decreased. SOLUTION: In the earthquake-resisting reinforcing method, the sections of the cover concrete sections 2 of the existing RC.SRC column 1 are removed, and reinforcing materials such as hoops 3 are annexed around the cover concrete sections 2 and the cover concrete sections 2 are reinforced. Lightweight divided form units 6 formed in similar figures the same as or slightly larger than shapes, in which the external shape of the existing RC.SRC column 1 is divided beforehand into two in the vertical direction in a factory, etc., are piled up in specified height under the state, in which the units 6 are abutted from both sides, at a resular interval to the reinforicng materials at the same time. Accordingly, a specified cover concrete space 13 is formed around the reinforcing material, and a proper hardening material is infected into the cover concrete space and cover concrete is formed while the external section of the column is formed of the piled-up divided form units 6.

2. 发明专利

JPH06240788A REINFORCED CONCRETE WALL USING HOLLOW PC PANEL 失效
公开(公告)号：JPH06240788A
公开(公告)日：1994-08-30
申请号：JP5122693
申请日：1993-02-18
申请人： TEKKEN CONSTR CO , OKI KENSETSU KK , OKABE CO LTD
发明人： MATSUZAKI YASUHIRO , NAKANO KATSUHIKO , NAKAJIMA HIDEKAZU , MURAYAMA HIROHISA , IMAZU YOSHIAKI , NAKAMURA YUKIO , ICHIMURA NOBUO , ABE KEIICHI
IPC分类号： E04B2/86
摘要： PURPOSE:To readily construct using simple means a reinforced concrete wall that uses hollow PC panels. CONSTITUTION:Two PC panels 1, 2 of different widths are arranged in a spaced, parallel relation and connected together via a plurality of vertical truss bars 3 spaced apart from one another in their cross direction, and a number of vertical reinforcing bars 4 and a number of horizontal reinforcing bars 5 are embedded in each PC panel 1, 2 to constitute hollow PC panels 6, 7. The plurality of hollow PC panels 6 and 7 are arranged in series at intervals and a connecting vertical shaft 8, a connecting vertical shaft 19 and a vertical connecting reinforcing bar 4' are disposed throughout the inside of one hollow PC panel 6, the inside of the other hollow PC panel 7, a pole and a beam. Concrete 9 is poured into each hollow PC panel 6, 7, the space between the adjacent end portions of the hollow PC panels 6, 7, the pole 11 and the beam 12.

3. 发明专利

JPH06158711A CONSTRUCTION METHOD OF GIRDER 失效
公开(公告)号：JPH06158711A
公开(公告)日：1994-06-07
申请号：JP33222792
申请日：1992-11-19
申请人： TEKKEN CONSTR CO , OKI KENSETSU KK , OKABE CO LTD
发明人： MATSUZAKI YASUHIRO , NAKANO KATSUHIKO , ICHIKAWA MASAKAZU , UOTANI KAZUAKI , NAKANE HIROSHI , MIHARA MIKIO , ABE KEIICHI , MAEDA KAZUNORI
IPC分类号： E04B5/32 , E04B1/16 , E04C3/20 , E04G21/12
摘要： PURPOSE:To overlap lower beam main reinforcing bars and joint reinforcing bars easily and quickly with a simple means to arrange. CONSTITUTION:A precast concrete outer beam member 2 having an upward opening channel wherein a required number of beam main reinforcing bars are arranged in the outer beam member 2 is built between upper parts of reinforced concrete columns, and concrete 3 is placed to the inside of the outer beam member 2 to construct a reinforced concrete beam. In such a method, a plurality of lower beam main reinforcing bars 4 and joint reinforcing bars 5 passing through the upper parts between the reinforced concrete columns are maintained in a beam reinforcing bar longitudinal lapping spacer 6 mounted on the bottom of the inside of the outer beam member 2 in a longitudinal lapping state. After that, the concrete 3 is placed inside the outer beam member 2.

4. 发明专利

JPH06158714A COLUMN CONSTRUCTION METHOD USING PRECAST CONCRETE OUTER COLUMN MEMBER 失效
公开(公告)号：JPH06158714A
公开(公告)日：1994-06-07
申请号：JP33121992
申请日：1992-11-18
申请人： TEKKEN CONSTR CO , OKI KENSETSU KK , OKABE CO LTD
发明人： MATSUZAKI YASUHIRO , NAKANO KATSUHIKO , MORIMOTO HITOSHI , NAKAJIMA HIDEKAZU , IMAZU YOSHIAKI , NAKAMURA YUKIO , ICHIMURA NOBUO , ABE KEIICHI
IPC分类号： E04B1/16 , E04C3/34 , E04G21/12
摘要： PURPOSE:To connect easily and accurately a temporarily assembled upstair column main reinforcing bar to a downstair column main reinforcing bar and to construct high strength of a column using an outer column member. CONSTITUTION:A vertical and cylindrical precast concrete outer column member 1 passing through in a vertical direction is suspended from upside of a column main reinforcing bar 2 fixed to a blinding reinforcement 30 for temporarily assembly and is covered on the outside of the column main reinforcing bar 2, and then, concrete is placed inside the outer column member 1 mentioned above to construct a reinforced concrete column. By such a method, the upper parts of corner column main reinforcing bars 4 in four corners are connected to each other through position holding metal fixtures 5, and after the execution of an upstair slab concrete 6, the lower part of a temporarily assembled upstair column main reinforcing bar 7 is connected to the upper part of an upstair slab concrete. After that, the outer column member 1 is covered on the upstair column main reinforcing bar 7, and concrete is placed in the outer column member 1.

5. 发明专利

JPH10331438A EARTHQUAKE RESISTANT REINFORCING METHOD FOR EXISTING COLUMN 失效
公开(公告)号：JPH10331438A
公开(公告)日：1998-12-15
申请号：JP16187497
申请日：1997-06-04
申请人： OKABE CO LTD , TEKKEN CONSTR CO , OKI KENSETSU KK , GOTO CONCRETE KK , NIPPON STEEL CORP , TONEN CORP
发明人： ABE KEIICHI , NAKAJIMA HIDEKAZU , TOKAWA MASAYUKI , HANADA TOSHIO , ICHIKAWA MASAKAZU , ISHIWATARI YASUHIRO , IMAZU YOSHIAKI , NAKANE HIROSHI , YANAGIDA JUNICHI , MATSUBAYASHI KATSUNORI , TAKEDA TOSHIKAZU , SUGIYAMA TETSUYA , ENOMOTO MAMORU
IPC分类号： E04G23/02 , E04C3/34 , E04G9/02
摘要： PROBLEM TO BE SOLVED: To improve work efficiency of attached work to the existing column by using divided reinforcing units dividing the circumferential form of the existing column into pluralities, and piling up the existing column in specific height while surrounding the existing column from the circumference. SOLUTION: Reinforced fibers 4 are attached to the inside of a frame body 3 formed in the approximately same shape as that dividing the circumferential shape of the existing column 1 into pluralities or in the shape similar thereto to form divided reinforcing units 2 of proper material having fire resistance in advance. The existing column 1 is surrounded by the divided reinforced units 2 and 2 from the circumference, and after the reinforced fibers 4 attached to the divided reinforcing units 2 are connected to each other, a space S between the existing column 1 and divided reinforcing units 2 is filled with proper filler. The attached work of the reinforced fibers 4 is carried out in a sufficient work space such as plant, etc., and is executed for the inside of the frame body 3 molded with high degree of accuracy. Accordingly, working efficiency is greatly improved, construction days can be reduced and, at the same time, the reduction of working space can be made.

6. 发明专利

JPH06240789A EARTHQUAKE RESISTING WALL USING HOLLOW PC PANEL 失效
公开(公告)号：JPH06240789A
公开(公告)日：1994-08-30
申请号：JP5318993
申请日：1993-02-19
申请人： TEKKEN CONSTR CO , OKI KENSETSU KK , OKABE CO LTD
发明人： MATSUZAKI YASUHIRO , NAKANO KATSUHIKO , MORIMOTO HITOSHI , ICHIKAWA MASAKAZU , HORI YOSHITAKA , NAKANE HIROSHI , ABE KEIICHI , MAEDA KAZUNORI
IPC分类号： E04B2/86 , E04B1/16
摘要： PURPOSE:To readily construct using simple means an earthquake resisting wall that uses hollow PC panels and is excellent in earthquake resisting performance. CONSTITUTION:Two PC panels 1, 2 are arranged in a spaced, parallel relation and connected together via a plurality of vertical truss bars 3 spaced apart from one another in their cross direction, and a number of vertical reinforcing bars 4 and a number of horizontal reinforcing bars 5 are embedded in each PC panel 1, 2 to constitute a hollow PC panel 6. A large-diameter vertical reinforcing bar 7 projecting vertically beyond the PC panels 1, 2 is passed through each of the vertical truss bars 3 in the hollow PC panel 6 and the upper and lower projected parts of the large-diameter vertical reinforcing bar 7 are passed into a PC contour beam member and the hollow PC panel 6 and the PC contour beam member are both filled with concrete 9.

7. 发明专利

JPH0742374A SUPPORT DEVICE FOR ADJUSTING LEVEL OF OUTER-POLE CONCRETE MEMBER 失效
公开(公告)号：JPH0742374A
公开(公告)日：1995-02-10
申请号：JP20693393
申请日：1993-07-30
申请人： TEKKEN CONSTR CO , OKI KENSETSU KK , OKABE CO LTD
发明人： MATSUZAKI YASUHIRO , NAKANO KATSUHIKO , UOTANI KAZUAKI , MURAYAMA HIROHISA , MIHARA MIKIO , NAKANE HIROSHI , ABE KEIICHI , MAEDA KAZUNORI
IPC分类号： E02D27/00 , E04G21/18
摘要： PURPOSE:To adjust the level and vertically of an outer-pole concrete member with precision, to facilitate and quicken the adjustment and to prevent the outer-pole concrete member from moving. CONSTITUTION:A leveling support 6 comprises horizontal internally threaded cylinders 4 each secured to a frame 2 comprising metallic wires 1 welded together and a leveling bolt 5 engaged with each internally threaded cylinder 4, and is placed on the upper surface of foundation concrete 7, and finishing concrete 8 is poured until it reaches near the upper end of each internally threaded cylinder 4. An outer-pole concrete member 3 is placed at the upper end of the leveling bolt 5 and the level of the outer-pole concrete member 3 is adjusted by the leveling bolt 5. Lower molds 9 are installed and a mold holding wedge 13 is driven between each of support rods 11 collectively provided around the frame 2 and each lower frame 9, and pole concrete 10 is poured into the outer-pole concrete member 3 and the lower molds 9.

8. 发明专利

JPH0742365A BEAM MAIN REINFORCEMENT SPACER 失效
公开(公告)号：JPH0742365A
公开(公告)日：1995-02-10
申请号：JP20558093
申请日：1993-07-29
申请人： TEKKEN CONSTR CO , OKI KENSETSU KK , OKABE CO LTD
发明人： MATSUZAKI YASUHIRO , NAKANO KATSUHIKO , NAKAJIMA HIDEKAZU , ISHIWATARI YASUHIRO , NAKAMURA YUKIO , MIHARA MIKIO , ABE KEIICHI , TOYODA MAKOTO
IPC分类号： E04C5/18 , E04G21/12
摘要： PURPOSE:To install plural beam main reinforcements at a specified interval along width of a groove bottom plate in a beam concreate member easily and speedily. CONSTITUTION:Plural U-shaped spacers 2 opened up are disposed serially on an upper surface of a horizontal belt metal plate 1 at an almost equal interval to a diameter of a beam main reinforcement. Each U-shaped spacer 2 is fixed on the belt metal plate 1 by welding to form a beam main reinforcement containing gap 3 between the adjacent U-shaped spacers 2 for composing a beam main reinforcement spacer 4. The beam main reinforcement spacer 4 is placed on a groove bottom plate 6 of a groove-shaped beam concrete member 5.

9. 发明专利

JP2007239179A Base isolated structure, and base isolation device for use in the base isolated structure 有权
标题翻译：基础隔离结构和基础隔离装置用于基础隔离结构
公开(公告)号：JP2007239179A
公开(公告)日：2007-09-20
申请号：JP2006058781
申请日：2006-03-05
申请人： Okabe Co Ltd , Univ Of Tokyo , 国立大学法人東京大学 , 岡部株式会社
发明人： KAWAGUCHI KENICHI , ABE KEIICHI , ABE JUNICHIRO , YOKOYAMA SHINICHI , TAGUCHI TOMOYASU
IPC分类号： E04H9/02 , E04B1/36 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a base solation technique which allows base isolation devices to dispersively bear an unexpectedly large horizontal force if the horizontal force is imposed on a building and the base isolation devices each undergo abnormal displacement falling out of a base isolation region, and facilitates recovery of an upper structure of the building to its original position after cancellation of the horizontal force.
SOLUTION: Each base isolation device employs an abnormal displacement preventing means to cope with the abnormal displacement falling out of the base isolation region occurring due to an unexpected external force. The abnormal displacement preventing means accommodates relative displacement of an upper bearing member 5 to a lower bearing member, and at the same time prevents the abnormal displacement falling out of the base isolation region, by upward displacement of the upper bearing member 5 generated by rolling of a ball body 6 according to the displacement. Thus by virtue of cooperative operation of the abnormal displacement preventing means of the respective base isolation devices, the unexpected external force caused by wind etc. is dispersively borne by the base isolation devices.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种基础固定技术，其允许基础隔离装置在施加在建筑物上的水平力时分散地承受意想不到的大的水平力，并且基座隔离装置每个都经历从基座脱落的异常位移隔离区域，并且在取消水平力之后便于将建筑物的上部结构恢复到其原始位置。解决方案：每个基座隔离装置采用异常位移防止装置，以应对由于意外的外力而发生的从基座隔离区域脱落的异常位移。异常位移防止装置容纳上轴承构件5相对于下轴承构件的相对位移，同时通过滚动产生的上轴承构件5的向上位移来防止异常位移从基座隔离区域脱落一个球体6根据位移。因此，通过各基座隔离装置的异常位移防止装置的协同操作，由风等引起的意外外力由基座隔离装置分散地承载。版权所有（C）2007，JPO＆INPIT

10. 发明专利

JP2005048837A Base-isolating device 有权
标题翻译：基座隔离装置
公开(公告)号：JP2005048837A
公开(公告)日：2005-02-24
申请号：JP2003204868
申请日：2003-07-31
申请人： Kenichi Kawaguchi , Okabe Co Ltd , 岡部株式会社 , 健一川口
发明人： KAWAGUCHI KENICHI , MATSUMOTO KENSHO , ERA YOSHIYUKI , ABE KEIICHI , ABE JUNICHIRO , TAGUCHI TOMOYASU , OKUBO SUNAO
IPC分类号： F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a base-isolating device in which a rolling means is suitably guided along a guiding direction of a guiding member, and a smooth relative movement of the rolling means with the guiding member is not obstructed even corresponding to a rapid seismic action in the different direction from the guiding direction.
SOLUTION: The device is provided with guide rails 68, 69 equipped with guide supporting edges 70, 71 formed to gradually enlarge an interval between mutual outside edges arranged mutually spaced from the center to both the outer edges, and tapered rolling parts 129, 131 rolling in contact therewith from the outside for the guide supporting edges 70, 71, and consisting of circular cross-sections taperingly formed inward. The restoring function is imparted with the displacement in the height direction occurred when the tapered rolling parts 129, 131 move from the center into the outer end side along the guide supporting edges 70, 71. The guide supporting edge formed to gradually lessen the interval between the mutual inside edges of the guide rail from the center into both the outer edges can be also used.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种基体隔离装置，其中滚动装置沿着引导构件的引导方向被适当地引导，并且滚动装置与引导构件的平滑的相对运动也不被阻碍，甚至对应于在与引导方向不同的方向上进行快速的地震作用。解决方案：该装置设置有导轨68,69，其具有导向支撑边缘70,71，导向支撑边缘70,71形成为逐渐扩大彼此相对于中心布置成两个外边缘的相互外边缘之间的间隔，以及锥形滚动部件129 131从导向支撑边缘70,71的外部滚动接触，并且由向内锥形地形成的圆形横截面构成。当锥形滚动部件129,131沿着导向支撑边缘70,71从中心移动到外端侧时，恢复功能被赋予高度方向上的位移。引导支撑边缘形成为逐渐减小也可以使用导轨从中心到两个外边缘的相互内边缘。版权所有（C）2005，JPO＆NCIPI

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式