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11. 发明专利

JPH028105B2 失效
公开(公告)号：JPH028105B2
公开(公告)日：1990-02-22
申请号：JP11997085
申请日：1985-06-03
申请人： KAJIMA CORP
发明人： KYOTANI TAKESHI , YANAGISAWA TAKAO , SASAKI TETSUYA , ODA MASAHIRO , NAKAMURA YOSHIHIRO , MAEDA SHOZO , UDA MOTOHISA , MATSUNO NOBUO , SARAYA MASAFUMI , HAYAKAWA MAKOTO
IPC分类号： F24F13/02 , A01K1/00 , E04H5/08

12. 发明专利

JPS6436840A ELASTIC AND PLASTIC DAMPER 失效
公开(公告)号：JPS6436840A
公开(公告)日：1989-02-07
申请号：JP19235987
申请日：1987-07-31
申请人： KAJIMA CORP
发明人： YAMADA SHUNICHI , KOBORI TAKUJI , MAEDA SHOZO , ISHII KOJI , TAGAMI ATSUSHI
IPC分类号： E04B1/36 , E04B1/98 , E04H9/02 , F16B7/00 , F16B7/12 , F16F7/00 , F16F7/12 , F16F15/04 , F16F15/06
摘要： PURPOSE: To obtain an elastoplasticity damper which has high energy-absorbing capacity by providing a base plate, in a unified form, at both of the top and bottom ends of a damper unit which has an 'I' shape cross section and a hollow rectangular shape, and by making the plate thickness of a flange of the damper unit so as to be larger on the side of the base plate. CONSTITUTION: A base plate 13 is provided, in a unified form, on the peripheral of the bottom of a damper unit 12 composed of plate materials, and both of the plate thickness and width are made so as to be larger on the side of the base plate 13. The base plate 13 is also provided on the top of the damper unit 12, and a plurality of bolt inserting holes are bored on each base plate 13. As a result, it is possible to obtain the elastoplasticity damper A which has a high bearing force against bending at the largest moment area and high energy-absorbing capacity.

13. 发明专利

JPS61277728A PREFABRICATING CONSTRUCTION OF ANIMAL BARN 失效
公开(公告)号：JPS61277728A
公开(公告)日：1986-12-08
申请号：JP11997285
申请日：1985-06-03
申请人： KAJIMA CORP
发明人： KYOTANI TAKESHI , SASAKI TETSUYA , NAKAMURA YOSHIHIRO , OKADA TOSHIHIRO , MAEDA SHOZO
IPC分类号： A01K1/00 , E04B1/04 , E04B1/16 , E04B1/34 , E04B5/02 , E04H5/08

14. 发明专利

JPS61277727A PREFABRICATING CONSTRUCTION OF ANIMAL BARN 失效
公开(公告)号：JPS61277727A
公开(公告)日：1986-12-08
申请号：JP11997185
申请日：1985-06-03
申请人： KAJIMA CORP
发明人： KYOTANI TAKESHI , SASAKI TETSUYA , NAKAMURA YOSHIHIRO , OKADA TOSHIHIRO , MAEDA SHOZO
IPC分类号： A01K1/00 , E04B1/04 , E04B1/16 , E04B1/34 , E04H5/08

15. 发明专利

JP2011220009A Erection method of permanent sub-substructural column 审中-公开
标题翻译：永久性副结构柱的修正方法
公开(公告)号：JP2011220009A
公开(公告)日：2011-11-04
申请号：JP2010091091
申请日：2010-04-12
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MAEDA SHOZO , FUKUOKA ATSUNOBU , KUDO TOSHIAKI , KOBAYASHI KATSUNARI , NAKAZAWA MASAKI
IPC分类号： E02D29/045 , E02D13/10 , E04G21/18 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide an erection method of permanent sub-substructural column, in which a prefabricated pile is used at a part to be a foundation pile to shorten a construction period, an inexpensive H-steel can be used as a permanent sub-substructural column connected to the foundation pile, and the prefabricated pile and the permanent sub-substructural column are integrally erected, thus making the precision of permanent sub-substructural column erection as well as a frame and fixture therefor unnecessary.SOLUTION: A permanent sub-substructural column 10 made of H-steel is joined to an end of a prefabricated pile 8, and the outside of the permanent sub-substructural column 10 is covered with a steel pipe for embedding the pile as pincers 16. After an integrated pile consisting of the prefabricated pile 8, the permanent sub-substructural column 10 and the pincers has been hung down into a pile hole, the part of the pincers 16 is pulled down, thereby embedding the pile.
摘要翻译：要解决的问题：为了提供一种永久性的副下部柱的安装方法，其中在一部分使用预制桩作为基础桩来缩短施工期，便宜的H-钢可以用作连接在地基桩上的永久性的副下部柱体，预制桩和永久性的副下部柱体一体地竖立起来，从而使得永久的子下部立柱的安装精度以及框架和夹具不必要。解决方案：将由H型钢制成的永久性子结构柱10接合到预制桩8的端部，并且将永久的副下部立柱10的外侧覆盖有用于将桩嵌入的钢管钳子16.在由预制桩8组成的整体桩之后，永久的副下部柱10和钳子已经被挂在桩孔中，钳部16的一部分被拉下来，从而嵌入桩。版权所有（C）2012，JPO＆INPIT

16. 发明专利

JPH11164924A GOLF SIMULATION GAME ENVIRONMENT DEVICE 失效
公开(公告)号：JPH11164924A
公开(公告)日：1999-06-22
申请号：JP33302697
申请日：1997-12-03
申请人： SON MASAYOSHI , KAJIMA CORP , ISHIKAWAJIMA INSPECTION & INST
发明人： SON MASAYOSHI , NODEKI TAKAO , MOBARA AKIRA , NISHIDA JUNPEI , MAEDA SHOZO , HARA TOSHIO
IPC分类号： G09B9/00 , A63B69/36 , A63F13/812 , A63F9/22
摘要： PROBLEM TO BE SOLVED: To properly practice a shot with a bodily sensation in the direction and the strength of wind by providing plural air ports to surround a golf practice shot place and providing a blow fan for injecting air toward the golf practice shot place in at least one of the air ports. SOLUTION: An air duct place 6 is placed in the outer periphery of the golf practice shot place 1 so as to surround the shot place 1 at a prescribed interval. The air duct device 6 is provided with a duct 9 having an inner surface 8 being an octagon, for example, the air ports 10 (10a-10h) opened toward the shot place 1 are formed on the respective inner surfaces 8, and the respective air ports 10 are individually provided with an operable/closable gate device 11. The blow port 13 of the blow fan 12 is connected to a prescribed position of the air duct device 6 through a blow duct 14 and the gate device 11 at an optional position is opened so that the optional direction and the strength of wind are sensed with the bodily sensation in the shot place. Besides, a screen 15 is arranged in the front position of the shot place 1.

17. 发明专利

JPH08189084A CONSTRUCTION METHOD OF BOUNDARY BEAM IN REINFORCED CONCRETE CORE WALL FRAME 失效
公开(公告)号：JPH08189084A
公开(公告)日：1996-07-23
申请号：JP175995
申请日：1995-01-10
申请人： KAJIMA CORP
发明人： MAEDA SHOZO , ISOZAKI HIROSHI , GOTO HITOSHI , SUZUKI NORIO , TAKAHASHI MOTOMI
IPC分类号： E04B1/34
摘要： PURPOSE: To make the fitting of boundary beams to a core wall easy in construction and structurally advantageous. CONSTITUTION: At the time of constructing a core wall, fixtures 3 are disposed at the boundary beam fitting parts of the core wall 1 in such a state that the fixed parts are exposed to the surface of the fitting parts. Boundary beams 2 are formed of steel, and fixtures 4 are fitted to the fitting ends of the boundary beams 2. The fixtures 4 of the boundary beams 2 are then connected to the fixtures 3 of the core wall 1 to integrate the boundary beams 2 with the core wall 1. With this construction method, the boundary beams 2 made of hollow steel can be used for the fixtures 3 of the core wall 1 and the fixtures 4 of the boundary beams 2. This results in obtaining the boundary beams 2 having shearing yield strength and tenacity at the time of an earthquake so as to be able to cope with stress at the time of the earthquake or the like.

18. 发明专利

JPH07332419A MANUFACTURE OF ELASTO-PLASTIC DAMPER 失效
公开(公告)号：JPH07332419A
公开(公告)日：1995-12-22
申请号：JP14736095
申请日：1995-06-14
申请人： KAJIMA CORP
发明人： MAEDA SHOZO , KOBORI TAKUJI , YAMADA SHUNICHI , MIURA YOSHIKATSU , KOBAYASHI MIKIO , TANAKA NAOKI , FUKUMOTO TOSHIYUKI
IPC分类号： E04H9/02 , F16F7/12
摘要： PURPOSE:To obtain manufacture of a steel elasto-plastic damper composed of a hourglass-shaped or conical damper main body, and a base plate expanded to an outer periphery of an end of the damper main body, which is especially effective for eliminating oscillation energy. CONSTITUTION:In order to produce an elastic plastic damper, a hourglass-shaped or conical damper main body 1 and a base plate 2 made of the same material as the damper main body 1 are previously independently prepared. They are then integrated with each other by welding 4.

19. 发明专利

JPH07317328A CONSTRUCTION METHOD OF HANGING PART 失效
公开(公告)号：JPH07317328A
公开(公告)日：1995-12-05
申请号：JP11092694
申请日：1994-05-25
申请人： KAJIMA CORP
发明人： MAEDA SHOZO , FUKADA YOSHIO , HANIYUDA SHIGERU , HANAOKA KAZUHIRO
IPC分类号： E04B1/35 , E04G23/02
摘要： PURPOSE:To safely execute a work without being obstructed by existing buildings or the like by constructing an overhanging part while supporting and adjusting it with a plurality of jacks projectingly provided in the oblique direction from a main house part. CONSTITUTION:At first building frames of main house parts 3 and overhanging parts 4 of 1-3 floors above the ground are constructed, and supporting jacks 5 are projected obliquely upward from the pedestal part 3a of the part 3 in the direction of the extreme end of the part 4 so as to support the extreme end part 4a of the part 4. Temporary braces 6 for preventing deformation are fitted. Next the jacks 5 are properly expanded or contracted so as to adjust the level of the overhang part 4. Next building frames of the main house parts and the overhanging parts of 4-6 floors are newly constructed on the building frames of already constructed parts 3,4, and the overhanging part 4 deformed accompanying this construction is adjusted in level. Building frame construction of the parts 3, 4 of several floors and level adjustment of the part 4 by means of the jacks 5 are alternately repeated so as to construct the building frame of the whole floors, and then the jacks 5 and the temporary braces 6 are removed.

20. 发明专利

JPH07150639A CONNECTING STRUCTURE FOR REINFORCED CONCRETE COLUMN AND STEEL BEAM 失效
公开(公告)号：JPH07150639A
公开(公告)日：1995-06-13
申请号：JP29954193
申请日：1993-11-30
申请人： KAJIMA CORP
发明人： SUZUKI KOICHI , YAMAMOTO MITSUMASA , SAEKI TOSHIO , OGIWARA YUKIMASA , FUKADA YOSHIO , TOMITA AKIO , MAEDA SHOZO
IPC分类号： E04B1/16 , E04B1/21 , E04B1/30 , E04B1/58
摘要： PURPOSE:To greatly decrease the number of processes in execution of work by a method wherein upper and lower flanges are provided to connecting parts of a reinfoprced concrete column, and steel beams equipped with end plates are fitted and connected to those flanges. CONSTITUTION:Upper and lower flanges 2, with holes 3 provided for insertion of main reinforcements therethrough, are provided to connecting parts of a reinforced concrete column. Then, a steel beam or a bracket 5, equipped with an end plate 1, is connected to the flanges 2. Therefore, big bearing reaction force acting on the reinforced concrete column when the column is penetrated with the steel beam 5 can be releieved, and rational designing can be executed easily.

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