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

JP2002227423A BUILDING REPAIRING METHOD 失效
公开(公告)号：JP2002227423A
公开(公告)日：2002-08-14
申请号：JP2001021881
申请日：2001-01-30
申请人： TAKENAKA KOMUTEN CO
发明人： ARAI MITSUNORI , SUZUKI YOSHINORI , KAMOTO HIROKI , OKUDA TAKESHI , SUZUKI HIDEYUKI , KOSAKA NORIO , NISHIMURA TAKUYA , KATSUTA TOMOJI , KIKUTA MINORU , IWATA MASAYUKI
IPC分类号： E04G21/14 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a building repairing method which allows mounting of a steel frame at an arbitrary location of a skeleton, in a narrow space in a building or the like, and facilitates accurate positioning of the steel frame. SOLUTION: According to the building repairing method for earthquake proofing, which is carried out by mounting the steel frame 1 at a predetermined location in the existing building, the steel frame 1 is moved to a location near the mounting site in the building by a carriage 2, and the steel frame is axially supported to the skeleton via joint plates 10, 13, and a pin 14, in a rotatable manner in the horizontal direction. Then, the steel frame 1 is supported by a vertical jack 15, and the carriage is removed, followed by rotating the steel frame about the pin in a skeleton direction by means of a horizontal jack 16, to thereby mount the steel frame on the mounting site.

2. 发明专利

JPH0517997A COLUMN AND BEAM FRAME EMPLOYING SRC COLUMN 失效
公开(公告)号：JPH0517997A
公开(公告)日：1993-01-26
申请号：JP17380791
申请日：1991-07-15
申请人： TAKENAKA KOMUTEN CO
发明人： KOMINAMI KATSUYOSHI , HIGASHIHATA YASUO , NAGASHIMA TOSHIO , MIYAUCHI YASUMASA , OTA MICHIHIKO , ENOGUCHI MASAMITSU , IWATA MASAYUKI , ASO NAOKI
IPC分类号： E04B1/16 , E04B1/30 , E04B1/58 , E04C3/34
摘要： PURPOSE:To provide a column and beam frame executed for a high or superhigh SRC built building, particularly column and beam frame employing a SRC column having a high axial yield strength. CONSTITUTION:A column 1 is the steel frame reinforced concrete column (SRC column) having a core material of a ready-made concrete pile 4 coiled by a steel pipe and a reinforcement disposed and concrete 1c placed around the outer periphery of the core and concrete placed. A steel beam 2 is joined with an outer diameter ring 3 provided on the outer periphery of a steel pipe in a joint part of the SRC column 1. Thus, the SRC column 1 displays a high axial yield strength equivalent to or more than that of a conventional RC column having a steel frame core and has large rigidity and excellent dynamic performance. Also, since a beam member is mounted previously with high accuracy, workability is improved suitably for an industrialized building method. Further, the steel beam 2 is joined with the outer diameter ring 3 mounted on the outer periphery of the steel pipe in the SC pile 4 of SRC column 1 in on the spot or the like to be assembled, so that the manhours for working the steel frame are lessened and a high or superhigh SRC building can be economically built.

3. 发明专利

JPS63184638A REINFORCING METHOD IN SYNTHETIC STRUCTURE 失效
公开(公告)号：JPS63184638A
公开(公告)日：1988-07-30
申请号：JP20124387
申请日：1987-08-12
申请人： TAKENAKA KOMUTEN CO
发明人： MIYAUCHI YASUMASA , HIGASHIHATA YASUO , IWATA MASAYUKI , ICHIKAWA HIDEO , HABA ISAO , OTA MICHIHIKO , KOMINAMI KATSUYOSHI , YOSHIDA KEIKI , SEKI MITSUO
IPC分类号： E04B1/30 , E04B1/58 , E04C3/293

4. 发明专利

JP2002227424A BUILDING REPAIRING METHOD 失效
公开(公告)号：JP2002227424A
公开(公告)日：2002-08-14
申请号：JP2001021882
申请日：2001-01-30
申请人： TAKENAKA KOMUTEN CO
发明人： ARAI MITSUNORI , SUZUKI YOSHINORI , KAMOTO HIROKI , OKUDA TAKESHI , SUZUKI HIDEYUKI , KOSAKA NORIO , NISHIMURA TAKUYA , KATSUTA TOMOJI , KIKUTA MINORU , IWATA MASAYUKI
IPC分类号： E04G21/14 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a building repairing method which facilitates correct positioning of a steel frame when it is mounted on a skeleton of a building or the like, and allows mounting thereof at an arbitrary location in a narrow space in the building or the like. SOLUTION: According to the building repairing method which is carried out by mounting a large heavy member like the steel frame at a predetermined location in the existing building, the large heavy member 1 is moved to a location near the mounting site at which the large heavy member 1 is mounted on the skeleton, by using a moving instrument 17 having a member mounting slope portion or a crane 19. Then, a pin 3 at a lower end of the large heavy member is axially supported by a pin receiver 6 formed in a mounting site floor surface, and thereafter an upper end of the large heavy member is supported by an erecting means arranged on the skeleton, followed by upward rotating and erecting the large heavy member, to thereby mount the same on the mounting site.

5. 发明专利

JP2001349065A UNDERGROUND BASE ISOLATING CONSTRUCTION METHOD FOR EXISTING BUILDING 失效
公开(公告)号：JP2001349065A
公开(公告)日：2001-12-21
申请号：JP2000175243
申请日：2000-06-12
申请人： TAKENAKA KOMUTEN CO
发明人： IWATA MASAYUKI , FUJIMURA MASARU , HIRAYAMA MASAAKI , MIZUNO AKIRA , MIYAKE HIROSHI
IPC分类号： E02D27/12 , E02D27/34 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a method for under ground base isolating construction which is executed by constructing a base isolation layer for foundation base isolation and intermediate base isolation at a basement of an existing building. SOLUTION: Earth retaining walls are constructed under the ground at a position which a fixed base isolation clearance is secured between the underground skeleton of the existing building and the ground, and the ground surrounded by the earth retaining walls is excavated, and a retaining wall is constructed inside the earth retaining walls exposed due to the excavation, and the underground skeleton and the retaining wall are connected to each other by a joint material. After completing the excavation to the bottom of the pressure-proof plate, a floor is made, and then, the lower section of a retaining wall and a pressure-proof plate are constructed inside the exposed earth retaining wall and the excavated bottom face for completing the base isolation layer, and a base isolation device is installed on the base isolation layer for supporting the underground skeleton.

6. 发明专利

JPH0673820A HOLLOW FLOOR BOARD AND ITS MANUFACTURE 失效
公开(公告)号：JPH0673820A
公开(公告)日：1994-03-15
申请号：JP12173391
申请日：1991-04-25
申请人： TAKENAKA KOMUTEN CO
发明人： KOMINAMI KATSUYOSHI , HISAKA TSUGIO , IWATA MASAYUKI , ASO NAOKI , SHIMIZU AKIRA , OHATA KATSUTO , MATSUZAKI TAKASHI
IPC分类号： E04B5/43 , E04B5/48
摘要： PURPOSE:To make the reduction of mandays on job-site and free piping work or the like possible. CONSTITUTION:Many bundle-shaped members 13 are united in a body above a plate-shaped member 11 on a lower side at intervals, and parts 15a1, 15b1 of reinforcements buriedly provided in the plate-shaped member 14 are exposed in many openings 14a formed in the plate-shaped member 14 on an upper side at intervals, and the plate-shaped member 14 on an upper side is piled up on the plate-shaped member 11 on a lower side. A reinforcement 13a2 protruding above the bundle-shaped member 13 is positioned in the opening 14a, and concrete C4 is deposited in each of the openings 14a to unite the bundle member 13 and the plate-shaped member 14 on an upper side in a body. Thus, since the plate-shaped members on upper and lower sides and the bundle-shaped member can be tightly joined, a hollow floor board becomes lightweight and highly rigid, and since hollow parts V communicate mutually lengthwise and crosswise, piping P can be freely arranged to make the reduction of labor for piping work possible.

7. 发明专利

JPH05340103A 失效
公开(公告)号：JPH05340103A
公开(公告)日：1993-12-21
申请号：JP17737692
申请日：1992-06-11
申请人： TAKENAKA KOMUTEN CO
发明人： KOMINAMI KATSUYOSHI , IWATA MASAYUKI , MURATA KOJI , MATSUZAKI TAKASHI
IPC分类号： E04C5/06 , E04B1/16 , E04G21/12
摘要： PURPOSE:To make identical a covering depth and enhance the efficiency of beam main reinforcing bar arrangement. CONSTITUTION:Between straight reinforcing bars 12 and 13 outside beam main reinforcing bars 12 and 13 in the upper and lower parts in the direction of X and inwardly bent portions 12b1 and 13b1 of the reinforcing bars 12b and 13b inside, there are intersectingly laid out straight reinforcing bars 14b and 15b inside the main bars of each beam in the direction of Y. There are intersectingly laid out straight reinforcing bars 12a and 13a outside the main reinforcing bars of each beam in the direction of X between the straight reinforcing bars 14b and 15b. In other parts which exclude the intersected portions and the neighboring areas, at least outer reinforcing bars for the main bars of each beam are positioned on the same plane. The outer bars 12a and 13a and the inner bars 12b and 13b are lapped, thereby forming bundled bars. It is, therefore, possible to make identical the value of a covering depth for the bars of each beam, enhance the placement efficiency of each beam bar and filling properties of concrete.

8. 发明专利

JPH0427342B2 失效
公开(公告)号：JPH0427342B2
公开(公告)日：1992-05-11
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

9. 发明专利

JPH0452355A RC POLE AND SRC POLE OF CRUCIFORM CROSS SECTION 失效
公开(公告)号：JPH0452355A
公开(公告)日：1992-02-20
申请号：JP16192990
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 near that side of a center rectangular portion which is opposite to a lower projecting portion, and disposing a band reinforcing bar around each main reinforcing bar. CONSTITUTION:Main reinforcing bars 11a, 11b each made by an iron bar for normal reinforcement are disposed near the outside corner portions of each projecting portion S1,S2, S3 and a main reinforcing bar 11a is also disposed in a portion opposite to that portion of a center rectangular portion R which is connected to the lower projecting portion S1. A rectangular band reinforcing bar 12a is disposed outside each main reinforcing bar 11a while in contact therewith. Further a rectangular band reinforcing bar 12b is disposed outside each main reinforcing bar 11b while in contact therewith. The rectangular band reinforcing bars 12a, 12b are each formed by bending of a long iron bar or connection of shortly cut iron bars to each other. Connection of the iron bars constituting the band reinforcing bars 12a, 12b is carried out using a normal connecting means such as welding, mechanical joint, lap joint etc.

10. 发明专利

JPS61277749A CONCRETE FILLED STEEL PANEL WALL 失效
公开(公告)号：JPS61277749A
公开(公告)日：1986-12-08
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

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