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1. 发明专利

JP2003213791A STRUCTURE OF BUILDING 审中-公开
公开(公告)号：JP2003213791A
公开(公告)日：2003-07-30
申请号：JP2002014549
申请日：2002-01-23
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SATO OKIMORI , USHIBA HIDEATSU , KITAMURA YOSHIHISA
IPC分类号： E04H1/06 , E04B1/34 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To realize a structure of a more rational and effective building capable of being replaced for the conventional general rigid frame structure. SOLUTION: Seismic load is mainly concentrated on a cage structure 4 constituted by tightly erecting the circumferential columns 6 to impose a burden, and vertical load is mainly concentrated on the small number of center pillars 5 is erected to the inside to impose the burden. The cage structure comprises regular columns 6a and seismic studs 6b having a section smaller than them. Vertical and horizontal girders 7 are directly crossed with each other to constitute a grillage 8 by rigid joint. A plurality of cores 2 are scatteringly arranged to the circumference of a formed body 1. COPYRIGHT: (C)2003,JPO

2. 发明专利

JP2003268915A ROOF FRAME 审中-公开
公开(公告)号：JP2003268915A
公开(公告)日：2003-09-25
申请号：JP2002076267
申请日：2002-03-19
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： SATO OKIMORI
IPC分类号： E04B1/34 , E04B7/14
摘要： PROBLEM TO BE SOLVED: To realize a roof frame effective for a roof structure of a building. SOLUTION: A plurality of large span rigid beams 1 are parallelly laid and mutually connected to each other to constitute a roof frame. Respective rigid beams are respectively supported by tensile members such as cables 6 from below. Respective rigid beams are bent to be protrusive downward and both the ends are pin-supported to columns to install between the columns. A plurality of struts 8 are erected with every distance at the lower side of the rigid beams. Respective tensile members are supported at the lower end of the struts to be arranged along the lower side of the rigid beams. The tensile members are tensed to anchor the both ends to the support point P of the column and the rigid beam and introduce prestress into the rigid beam. The upper end of a knee brace provided at the outside of the column is connected to the support point P. The prestress is set so as to offset a horizontal component reactive force brought by the own weight of the roof. A brace member to prevent the sideward falling is installed in the strut. COPYRIGHT: (C)2003,JPO

3. 发明专利

JP2003119886A BARRIER-FREE BUILDING 审中-公开
公开(公告)号：JP2003119886A
公开(公告)日：2003-04-23
申请号：JP2001313138
申请日：2001-10-10
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： MICHIE SHINICHI , GO MASAAKI , TAKAGI YOSHIHIRO , KIMURA TOSHIO , HORI MASAHIRO , SUGIMOTO HIROSHI , TACHIBANA MASAYA , KOKUBU SATORU , KUMANO NAOTO , TAKEUCHI MASAYUKI , SUGIYAMA YASUHISA , NAKAJIMA HITOSHI , NISHIOKA SATOSHI , SATO OKIMORI
IPC分类号： E04H3/08 , E04B1/34 , E04B5/40 , E04C3/08
摘要： PROBLEM TO BE SOLVED: To provide a barrier-free building capable of facilitating repair in a structure skeleton, realizing long service life, saving resources and energy, and providing a comfortable habitable space. SOLUTION: An intermediate structure in which a heat source and power supply facilities in an upper part of a lower part structure are arranged forms a mega-truss structure constituted by arranging a lower chord on a crest face of the lower part structure and an upper chord in a lower part of an upper part structure and framing a diagonal member so as to connect them. The upper part structure 6 which becomes hospitalization facilities is provided in an upper part of the intermediate structure. The upper part structure 6 has a shape formed by arranging a plurality of simple rigid frame structures 11 having a large span and constituted by joining a column 9 and a large beam 10 mutually and rigidly in parallel, providing connection beams 12 intermittently every one span in the direction of girder, and piling them up in a plurality of layers. A floor of the upper part structure 6 is a double floor composed of a dry floor constructed on an upper face of the large beam 10 and a composite slab 18 constructed on a lower face of the large beam 10.

4. 发明专利

JP2002201713A BUILDING WITH FREE SPACE 失效
公开(公告)号：JP2002201713A
公开(公告)日：2002-07-19
申请号：JP2001000558
申请日：2001-01-05
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： FUJIMOTO HIROYUKI , NAKAJIMA HIDEO , IMURA TAKASHI , KATO EIICHIRO , SATO OKIMORI , TEJIMA TORU
IPC分类号： E04B1/76 , E04B1/342 , E04C3/02
摘要： PROBLEM TO BE SOLVED: To realize a building having optimum form and structure using a show-room or the like as application. SOLUTION: A core frame 10 installed to one side section in the span direction is used as a main earthquake-resistant element, a free space 5 can be ensured between a peripheral frame 11 mounted on the other side section in the span direction and the core frame 10 as a half external space, and a plurality of string beams 12 are built between the core frame and the peripheral frame at intervals and a roof covering the free space is secured. Wind-resistant elements 23 sharing blow-up wind load working to the roof are set up. A footing by the combination of piles, footing beams 31 and soil improvement bodies 32 is adopted. The free space can be drafted naturally, and an air-conditioning facility having constituting in which air conditioning is conducted by blowing off air supply into a room from the whole surface of a floor is fitted to a living room.

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