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1. 发明专利

JPH06185118A STADIUM STRUCTURE 失效
公开(公告)号：JPH06185118A
公开(公告)日：1994-07-05
申请号：JP35624692
申请日：1992-12-21
申请人： MATSUDA HIRATA KK , TOMOE CORP
发明人： AZUMA TAKESHI , SAKAI YOSHIHIKO , KAWAZOE TOSHIYUKI , JINBO YOSHITAKA
IPC分类号： E04B1/32 , E04B1/34 , E04B1/342 , E04B7/08 , E04H3/14
摘要： PURPOSE:To allow a roofing structure of a stadium to overcome possible blowup force, avoid it from becoming heavy and large, and prevent the construction costs rising. CONSTITUTION:A roofing structure 5 of a stadium is composed of an outer roof part 6 in conical form and an inner roof part 7, the latter being formed above the former 6. An opening 14 is furnished in the inner roof part 7, and the inner framework forming the opening 14 is configured with major beams 15, and their intersections are fastened by pins onto the outer roof part 6. Using support columns 20, this roofing structure 5 is secured onto the ground at these intersections of the major beams 15, which are equipped with the counter-weight function, and thereby the roofing structure 5 is allowed to overcome a blowup force.

2. 发明专利

JPH06248702A ROOF STRUCTURE AND ROOFING THEREOF 失效
公开(公告)号：JPH06248702A
公开(公告)日：1994-09-06
申请号：JP6268193
申请日：1993-02-26
申请人： MATSUDA HIRATA KK , TOMOE CORP
发明人： AZUMA TAKESHI , SAKAI YOSHIHIKO , KAWAZOE TOSHIYUKI , JINBO YOSHITAKA
IPC分类号： E04B1/32 , E04B1/34 , E04B7/14
摘要： PURPOSE:To provide a roof structure which is formed in light weight, and can moreover sufficiently cope with blowing up force acting on a roof section, and can be simply executed because of simple structure. CONSTITUTION:A plurality of truss frame members 2 composed of an upper chord and a lower chord which are mutually connected through a web member is combined to form an about truncated cone-shaped roof plate 1 having a polygonal opening part 3 at its top. An opening part frame 5 at the top of the roof plate 1 is formed by connecting a plurality of large beams 5a, and the lower part of each crossing part of the large beam 5a composing the peak 5b of the opening part frame 5 and a supporting metallic material 10 to support the outer hull part of the roof plate 1 at a part corresponding to the crossing part are mutually joined by a cable 11. Each cable 11 is simultaneously strained to previously introduce compressive force into the outer hull part of the roof plate 1 and tensile force into the opening part frame 5.

3. 发明专利

JPH07119209A ROOF STRUCTURE AND METHOD FOR CONSTRUCTING IT 失效
公开(公告)号：JPH07119209A
公开(公告)日：1995-05-09
申请号：JP29127293
申请日：1993-10-27
申请人： MATSUDA HIRATA KK , TOMOE CORP
发明人： AZUMA TAKESHI , SAKAI YOSHIHIKO , KAWAZOE TOSHIYUKI , JINBO YOSHITAKA
IPC分类号： E04B1/342 , E04B7/14
摘要： PURPOSE:To provide the roof structure, which can reduce the cross sections of structural members and the whole of the roof structure can be lightened and which can be easily constructed with the conventional construction technology. CONSTITUTION:Section steels are combined like a net to form a nearly conical trapezoidal roof form 1 having an opening 2 in the top thereof, and a reinforcing ring 3 and an opening part frame 4 forming the inner outline of the roof form 1 are fitted to the opening 2 of the roof form 1. The opening part frame 4 is formed of a large beam made of section steel, and the opening part frame 4 and an outline part 5 of the roof form 1 are connected to each other through plural main beams 7, and the outline 5 of the roof form 1 is supported by supporting fittings 10 at joint parts of the main beams 7, and the lower part of the joint part of the main beam 7 of the opening part frame 4 and the supporting fittings 10 or one end 7a of the main beam 71 are joined by a main cable 11 stretched under the main beam 71. Each main cable 11 is tensed at the same time to previously lead the compressing force to the outline 5 of the roof form 1 and the tensile force to the reinforcing ring 3 and the opening part frame 4.

4. 发明专利

JPH06185119A STADIUM STRUCTURE 失效
公开(公告)号：JPH06185119A
公开(公告)日：1994-07-05
申请号：JP35624792
申请日：1992-12-21
申请人： MATSUDA HIRATA KK , TOMOE CORP
发明人： AZUMA TAKESHI , SAKAI YOSHIHIKO , KAWAZOE TOSHIYUKI , JINBO YOSHITAKA
IPC分类号： E04B1/32 , E04B1/34 , E04B1/342 , E04B7/08 , E04H3/14
摘要： PURPOSE:To allow a roofing structure of a stadium to overcome possible blowup force, avoid it from becoming heavy and large, and prevent the construction cost rising. CONSTITUTION:A roofing structure 5 of a stadium is composed of an outer roof part 6 in conical form and an inner roof part 7, the latter being formed above the former 6. An opening 14 is furnished in the inner roof part 7, and the inner framework forming the opening 14 is configured with major beams 15, and their intersections are fastened by pins onto the outer roof part 6. The major beams 15 are equipped with the counter-weight function, and the roofing structure 5 is allowed to overcome a blowup force.

5. 发明专利

JPH07233592A SUPPORT STRUCTURE OF END OF TENSION MATERIAL 失效
公开(公告)号：JPH07233592A
公开(公告)日：1995-09-05
申请号：JP4649994
申请日：1994-02-22
申请人： MATSUDA HIRATA KK , TOMOE CORP
发明人： AZUMA TAKESHI , DOUHATA SATOSHI , ONOZATO TADAAKI , KAWAZOE TOSHIYUKI , JINBO YOSHITAKA , KAKINAGA MASATOSHI
IPC分类号： E04C5/12 , E04B1/34 , E04B7/14 , E04G21/12
摘要： PURPOSE:To eliminate a problem bringing about a trouble in a follow-up characteristic of an angle due to the tensile work of a tension member and a centripetal force. CONSTITUTION:In a fixing side support 4, a spherical sliding face 8a of a spherical surface washer 8 is forced to contact the recessed spherical inside face 7a of a spherical and hollow fixing side receive seat 7 and slide thereon. And the fixing side end of a wire 6 is set to pierce through the fixing side receive seat 7 and the spherical surface washer 8 to fix to the spherical surface washer 8 side by a fixing mechanism B. The spherical surface washer 8a and the fixing mechanism B are contained in a containing part made by the fixing side receive seal 7 and a cover 25. In a movable side support 5, the spherical sliding face 31a of the spherical washer 31 is forced to contact the recessed spherical inside face 30a of a semi-spherical and hollow movable side receive seat body 30 and the movable side end of the wire 6 is set to pierce through the receive seat body 30 and the spherical washer to hold it at the spherical washer 31 side by means of a tensile mechanism C and then the spherical washer 31 and the tensile mechanism C are contained in the containing part made by the movable side receive seat 30 and the cover 40.

6. 发明专利

JP2003285161A Method for manufacturing stepped truss main material using h section steel 审中-公开
标题翻译：使用H段钢制造步进式TRUSS主材料的方法
公开(公告)号：JP2003285161A
公开(公告)日：2003-10-07
申请号：JP2002084826
申请日：2002-03-26
申请人： Tomoe Corp , 株式会社巴コーポレーション
发明人： KAWAZOE TOSHIYUKI
IPC分类号： E04C3/06 , B23K9/00
摘要： PROBLEM TO BE SOLVED: To provide a method for manufacturing a stepped truss main material using an H section steel of a simple connecting structure which can surely position each member by a simple preparing work, facilitates a welding work, reduces a cost and shortens a construction period.
SOLUTION: The method for manufacturing the stepped truss main material using the H section steel comprises the steps of: forming a V-shaped cutout part 3 on the stepped truss main material by assuring an interval corresponding to a thickness δ of a sandwiching plate 4 between one side piece flange plate 1A and a web plate 1C of a butt connected part 6 so as to manufacture the main material by butt connecting a substantially vertical member 1V and a substantially horizontal member H of an existing H section steel in a zigzag state; folding the other piece flange plate 1B via the plate 4 at the cutout part 3 so as to close the cutout part 3; and then connecting by welding the plates 1A, 1B and the plate 1C to the plate 4.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种使用简单的连接结构的H型钢制造阶梯式桁架主体材料的方法，其可以通过简单的准备工作可靠地定位每个部件，便于焊接工作，降低成本和缩短施工期。解决方案：使用H型钢制造阶梯式桁架主材料的方法包括以下步骤：通过确保与夹层的厚度δ相对应的间隔，在阶梯桁架主材上形成V形切口部3 在一个侧面凸缘板1A和对接连接部分6的腹板1C之间的板4，以便通过将现有H型钢的基本上垂直的构件1V和大致水平的构件H以锯齿形的方式对接而制造主材料州; 在切口部3处经由板4折叠另一片凸缘板1B，以闭合切口部3; 然后通过将板1A，1B和板1C焊接到板4上进行连接。版权所有（C）2004，JPO

7. 发明专利

JP2001214565A GREENING STRUCTURE FORMED OF ROOF HAVING GREENING FUNCTION 失效
公开(公告)号：JP2001214565A
公开(公告)日：2001-08-10
申请号：JP2000024019
申请日：2000-02-01
申请人： TOMOE CORP , DOKOO KK
发明人： KAWAZOE TOSHIYUKI , FURUSAWA KOICHI
IPC分类号： A01G1/00 , A01G9/02 , E04B7/18
摘要： PROBLEM TO BE SOLVED: To use a lightweight frame structural body and use a thin layer greening system for a wide space structural body so as to construct a greening structure having a large space at low costs. SOLUTION: The lightweight frame structural body 1 is formed of frame units 2, 2, etc., closed annularly in plan view and provided with different scales, formed into a cone shape substantially by stacking the frame units 2 one by one upward, and provided with a large space 3 inside. In stacking the frame units 2, the frame unit 2 with a smaller scale is put on the frame unit 2 with a larger scale sequentially. On a roof structural material of the lightweight frame structural body 1, the thin layer greening system 10 having a bedding soil member 13, plants 14 and the like is arranged, and the greening structure having the large space 3 with no column is formed. Inside the frame structure 1, an existing building or newly built building and the like are arranged, or the inside is used as a stadium or a display field, so that an artificial urban landscape is turned into a green landscape.

8. 发明专利

JPH1037477A SLIDE CONSTRUCTION METHOD OF STRUCTURE AND WORKING SYSTEM THEREOF 失效
公开(公告)号：JPH1037477A
公开(公告)日：1998-02-10
申请号：JP20005296
申请日：1996-07-30
申请人： TOMOE CORP
发明人： KAWAZOE TOSHIYUKI , SATO TAKASHI , FURUSAWA YOSHIRO , TAKAYAMA HIDEKATSU
IPC分类号： E04B1/35 , E04G21/14 , E04G21/28
摘要： PROBLEM TO BE SOLVED: To provide a construction method and a working system at a low cost capable of being moved without accompanying any special control by means of parallel linear rails capable of being easily constructed even if a structure is constructed in an inverted fan-shape in a plane view. SOLUTION: A slide construction method of a structure is so used that a plurality of skeleton bodies 2A-2F constructed in advance are connected to construct the structure in an inverted fan-shape in a plane view. In that case, traveling bogies 5 borne on temporary materials 4 are installed on both sides of the skeleton bodies 2A-2F, at the same time, a plurality of sets of parallel linear guide rails 6A, 6A, 6B and 6B for guiding the skeleton bodies 2A-2F are constructed to the lower parts of traveling bogies 5, the guide rails 6A and 6A positioned to the innermost are used as the guide, pulling-up rods 7 and 7 for pulling up the skeleton bodies 2A-2F are installed, and the pulling-up rods 7 and 7 are pulled up with jacks 8 and 8 installed upward.

9. 发明专利

JPH09273225A STRUCTURE CONSTRUCTION METHOD OF LARGE SPAN FRAME IN LARGE SPACE TRUSS STRUCTURE 失效
公开(公告)号：JPH09273225A
公开(公告)日：1997-10-21
申请号：JP8508996
申请日：1996-04-08
申请人： TOMOE CORP
发明人： KAWAZOE TOSHIYUKI , SATO TAKASHI , FURUSAWA YOSHIRO , MUKOYAMA YOICHI , MURANAKA MAKOTO
IPC分类号： E04B1/32 , E04B1/342 , E04B7/08 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To build an extremely large span frame by the use of an ordinary crane, reduce altitude works and temporary materials, shorten the construction period, decrease the cost, and improve safety. SOLUTION: The outer circumferential ring 3 and the outermost circumferential ring 2C of a large span frame 2 are built on a foundation 6, a first center part large span frame 2A and at least one intermediate part ring structure 2B are built by assembling on the ground, the first center part large span frame 2A (2-1) is elevated by suspending or the like to the end part connection height and connected to the intermediate part ring structure 2B so as to form a second large span frame 2-2, and the second large stretch frame 2-2 is elevated to the end part connection height by suspending or the like and connected to the outermost circumferential part ring structure 2C. All of 2A, 2B and 2C are provided with constraint mechanism, and by tension of the constrain mechanisms 11, fixed desin dimension is obtained and prestress is introduced to the member.

10. 发明专利

JPH09209571A CONSTRUCTION METHOD FOR LARGE INTER-GIRDER FRAME 失效
公开(公告)号：JPH09209571A
公开(公告)日：1997-08-12
申请号：JP2076696
申请日：1996-02-07
申请人： TOMOE CORP
发明人： KAWAZOE TOSHIYUKI
IPC分类号： E04B1/32 , E04B1/342 , E04B1/35 , E04B7/08 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To provide a construction method which enables the uniform tensing and drawing of the outer peripheries of roof panels and their vicinities and the holding of the roof panels as designed, without causing inconvenience in wire blocks. SOLUTION: An outer periphery supporting member 3 to support roof panels 2 is constructed on a foundation 1 on which a large bay mounting frame P is built and the roof panels 2 are assembled and constructed on the foundation 1 inward of the outer periphery supporting member 3. A plural of bundled materials 11 are suspended from the lower faces of the roof panels 2 inward of the roof panels 2 to encircle the center of the roof panels 2. The ends of the bundled materials 11 are tied one another with tie materials 6 in a ring shape. Cables 17 are radially arranged from the ends of the bundled materials 11 toward the outer peripheries of the roof panels 2. The cables 17 are fixed to the outer peripheries 2a of the roof panels and their vicinities via a plural of balancing bundled materials 18, 19 conically formed at the ends of the cables 17. Gaps between both ends of the roof panels 2 are narrowed as preset by tensing and drawing the cables 17 and then the roof panels 2 are suspended up to the outer periphery supporting member 3 with a lift-up device 10.

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