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1. 发明专利

JPS62215770A BUILDING OF PRECAST REINFORCED CONCRETE PILLAR 失效
公开(公告)号：JPS62215770A
公开(公告)日：1987-09-22
申请号：JP5705386
申请日：1986-03-17
申请人： FUJITA CORP
发明人： NABEYAMA YASUO , KISHII TOMOYUKI
IPC分类号： E04B1/20 , E04B1/21 , E04G21/14 , E04G21/18

2. 发明专利

JPS61106829A Method of constructing foundation beam part 失效
标题翻译：构造基础梁的方法
公开(公告)号：JPS61106829A
公开(公告)日：1986-05-24
申请号：JP22570084
申请日：1984-10-29
申请人： Fujita Corp
发明人： KISHII TOMOYUKI , GOMI HARUTO , ARAI NOBUYUKI , IBUKI HISAMICHI , SUNAMI HIROYASU , SATO KAZUO
IPC分类号： E02D27/00 , E02D27/01 , E02D27/02
CPC分类号： E02D27/02
摘要： PURPOSE:To integrally form a small beam, a pressure resistant plate, a large foundatin beam, and a slab, to save a labor required for construction, and to shorten a term of works, by a method wherein a small foundation beam made of precast, provided at its lower bottom surface with U-shaped connection reinforcement, at its side with cotters and connection reinforcement, and at its upper surface with cotters, is installed. CONSTITUTION:A small foundation beam A made of precast concrete incorprates main reinforcement 2 in a body 1, chip parts 3 are projected from the bottom surface, and U-shaped connection reinforcements 4 are projected therefrom. Cotters 5 are installed to the side of the body 1, connection reinforcements 6 are projected, and cotters 7 are installed to the top surface of the body 1. The chin parts 3 of the small beam A are placed on the upper surface of foundation levelling concrete B, and reinforcement for a large foundation beam D is made on the side, reinforcement for a pressure resistant plate C is effected, a form body is assembled, and concrete is placed therein. The small beam A is formed integrally with the pressure resistant plate C through the connection reinforcement 4, the small beam A with the large foundation beam D through the cutters 5, and the small beam A with a slab E through the cotters 5.
摘要翻译：目的：为了整体形成小梁，耐压板，大型桁架梁和板坯，以节省施工所需的劳动力和缩短工期，通过预制的小型地基梁在其下底部设有U形连接加强件，其侧面带有开口和连接加强件，并在其上表面设有开口。构成：由预制混凝土制成的小型基础梁A在主体1中加载主加固件2，芯片部件3从底面突出，并且U形连接加强件4从其突出。棉条5安装在主体1的一侧，连接加强件6突出，并将开口7安装到主体1的顶面。小梁A的下颚部分3放置在基础平整的上表面混凝土B和大型基础梁D的加强件在侧面制成，进行耐压板C的加强，组装成形体，混凝土放置在其中。小梁A通过连接加强件4，具有大的基础梁D的小梁A通过切割器5和具有板坯E的小梁A通过开口5与压力板C一体地形成。

3. 发明专利

JPH03250131A VARIABLE BRACE STRUCTURE 失效
公开(公告)号：JPH03250131A
公开(公告)日：1991-11-07
申请号：JP4574690
申请日：1990-02-28
申请人： FUJITA CORP
发明人： KISHII TOMOYUKI
IPC分类号： E04B1/18 , E04H9/02
摘要： PURPOSE:To improve profitability by interposing a parallelogrammatic expansion frame at the intermediate part of a brace, and constructing this expansion frame in such a way as not to react to compressive force acting upon the brace cut to react only to tensile force. CONSTITUTION:Seismic force, wind force and thermal stress inputted into a building cause compressive force to act upon a brace 3. In a parallelogrammatic expansion frame B, a pair of relative pivotally fixed parts 5 are deformed in such a way as to approach by e1, and a pair of other pivotally fixed parts 5' move away from each other until the distance between them becomes l2 from l0 and horizontal members 6, 6' are mutually separated. When tensile force acts upon the brace material 3, only the relative pivotally fixed parts 5 move away by the fixed distance, and the relative pivotally fixed parts 5' approach by the fixed distance. In addition, one horizontal member 6 is metal- touched by the other horizontal member 6' so as to transmit the tensile force to the brace material 3.

4. 发明专利

JPH0514061B2 失效
公开(公告)号：JPH0514061B2
公开(公告)日：1993-02-24
申请号：JP2977587
申请日：1987-02-13
申请人： FUJITA CORP
发明人： KISHII TOMOYUKI
IPC分类号： E04B1/22 , E04B1/21

5. 发明专利

JPS63197777A EARTHQUAKE RESISTANT WALL MADE OF PRECAST REINFORCED CONCRETE 失效
公开(公告)号：JPS63197777A
公开(公告)日：1988-08-16
申请号：JP2977887
申请日：1987-02-13
申请人： FUJITA CORP
发明人： KISHII TOMOYUKI , TANAKA KIYOSHI , ANDO KINYA , IMAMURA TOSHISHIGE , FUKUSHIMA YASUYUKI
IPC分类号： E04H9/02 , E04B2/56

6. 发明专利

JPS62215778A PRECAST REINFORCED CONCRETE EARTHQUAKE RESISTANT STRUCTURE 失效
公开(公告)号：JPS62215778A
公开(公告)日：1987-09-22
申请号：JP5705286
申请日：1986-03-17
申请人： FUJITA CORP
发明人： KISHII TOMOYUKI
IPC分类号： E04H9/02

7. 发明专利

JPH0548350B2 失效
公开(公告)号：JPH0548350B2
公开(公告)日：1993-07-21
申请号：JP5705386
申请日：1986-03-17
申请人： FUJITA CORP
发明人： NABEYAMA YASUO , KISHII TOMOYUKI
IPC分类号： E04B1/20 , E04B1/21 , E04G21/14 , E04G21/18

8. 发明专利

JPS63197736A PIN CONNECTION METHOD OF PC BEAM 失效
公开(公告)号：JPS63197736A
公开(公告)日：1988-08-16
申请号：JP2977587
申请日：1987-02-13
申请人： FUJITA CORP
发明人： KISHII TOMOYUKI
IPC分类号： E04B1/22 , E04B1/21

9. 发明专利

JPH09184228A PRECAST CONCRETE ROOF 失效
公开(公告)号：JPH09184228A
公开(公告)日：1997-07-15
申请号：JP93396
申请日：1996-01-08
申请人： FUJITA CORP
发明人： OKAWA YUKIO , KURAOKA AKIRA , KISHII TOMOYUKI , TAKEDA TETSUO
IPC分类号： E04B7/00
摘要： PROBLEM TO BE SOLVED: To facilitate on-site construction work by forming the precast-concrete pitched roof panel and the precast-concrete eaves plate of a precast concrete roof integrally with each other. SOLUTION: A vertical plate is extended from the end of a rectilinear precast-concrete roof panel 1, and a precast-concrete eaves plate 2 having a recessed cross-sectional shape is molded integrally with the lower end of the vertical plate. A precast-concrete pitched roof A is connected to the top of a precast concrete wall 3. A vertically precast concrete wall is provided at the end of the rectilinearly precast concrete roof panel 1 to project precast concrete eaves. Thus the precast concrete roof is simply shaped and easy to fabricate, and its on-site construction work can be performed easily.

10. 发明专利

JPS63236871A METHOD FOR REGULATING RIGIDITY OF EARTHQUAKE-PROOF WALL MADE OF PRECAST REINFORCED CONCRETE 失效
公开(公告)号：JPS63236871A
公开(公告)日：1988-10-03
申请号：JP6791087
申请日：1987-03-24
申请人： FUJITA CORP
发明人： TANAKA KIYOSHI , KISHII TOMOYUKI
IPC分类号： E04B2/56 , E04B1/20 , E04H9/02

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