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

JP2003239567A CONSTRUCTION METHOD FOR TOWER STRUCTURE 审中-公开
公开(公告)号：JP2003239567A
公开(公告)日：2003-08-27
申请号：JP2002042872
申请日：2002-02-20
申请人： TOMOE GIKEN KK , TOMOE CORP
发明人： ISOHATA NOBORU , HAMADA MASATOSHI , SATOU TAKANARI , FUKAZAWA TAKASHI , TAJIMA MASAMITSU , OKAWA TAKASHI
IPC分类号： E04H12/10
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a tower improving the safety and shortening a construction term. SOLUTION: Radial supports 11-13 are built on a base part 8 as shown in positions A-C and a central part is formed into a space 16. A central part support 24 and radial supports 21-23 of a first upper part block structure are erected in the central space 16 and a transmitting/receiving antenna 28 is assembled. Then, the central part support 24 and the radial supports 21-23 of the first upper part block structure are raised. Block structures 36-38 are erected and raised by repeating the process so as to be formed into a prescribed height. The upper part block structures 36-38 are supported by a temporary central member 65 in the space 16 and rotated, so that the radial supports of the upper part block structure are moved from positions D-F to the positions A-C and accorded with lowermost radial supports 11-13, the temporary central member is removed, and the lowermost central support is assembled in the space 16, so that the tower structure is constructed. COPYRIGHT: (C)2003,JPO

2. 发明专利

JPH08144367A CONNECTION PART STRUCTURE FOR SPACE TRUSS 失效
公开(公告)号：JPH08144367A
公开(公告)日：1996-06-04
申请号：JP28767094
申请日：1994-11-22
申请人： TOMOE CORP
发明人： TAJIMA MASAMITSU
IPC分类号： E04B1/19 , E04B1/58
摘要： PURPOSE: To easily connect truss beams to each other without performing welding at the time of connecting truss beams so as to build a space truss. CONSTITUTION: A connecting fitting 4 for connecting truss beams 1, 2, 3 is connected to top chords 1a, 2a, 3a of the truss beams 1, 2, 3 by plural connecting bolts 14 through each gusset plate 7. An upper connection part for connecting the top chords 1a, 2a, 3a to each other and a lower connection part, which is connected to lower chords 1b, 2b, 3b of the truss beams 1, 2, 3 by plural gusset bolts 14 through each gusset plate 8 so as to connect the lower chords 1b, 2b 3b to each other, are respectively connected to the upper end and the lower end of a bundle material 13 so as to be projected. Joint plates 5, 6 for connecting the truss beams 1, 2, 3 are respectively fitted to the top chords 1a, 2a, 3a and the lower chords 1b, 2b, 3b of the truss beams 1, 2, 3 by plural connecting bolts 15, 16.

3. 发明专利

JPH09242191A CONSTRUCTION OF LARGE SPAN STRUCTURE 失效
公开(公告)号：JPH09242191A
公开(公告)日：1997-09-16
申请号：JP5014796
申请日：1996-03-07
申请人： TOMOE CORP
发明人： KAWAZOE TOSHIYUKI , TAJIMA MASAMITSU , SATO TAKASHI , KAKINAGA MASATOSHI
IPC分类号： E04B1/342 , E04B1/35 , E04B7/00
摘要： PROBLEM TO BE SOLVED: To shorten the construction period of a large span structure, by temporarily installing towers on which a jack-up device is equipped at the upper part and preparing lifting-up works simultaneously with the assembling works of the roof on the ground and finally erecting columns after lifting-up of the roof and the longitudinal adjustment between both sides. SOLUTION: Temporary towers 1 are erected at the outside of the periphery of a long span roof structure 4 and a jacking device 3 composed of a center hole jack, a hanging bar, etc., is installed at the upper part. Foundations are appropriately installed between the temporary towers 1, 1 and the roof structure 4 with a truss structure is assembled on the ground by use of temporary receive bases and raised up to a specified height by the jacking device 3 to erect temporary columns 10 for jacking-up. The jacks provided at the lower part are extended or contracted to adjust the length between both sides of the roof structure 4 and coincide with a designed length. In the end, final columns 7 are erected at the periphery of the roof structure 4.

4. 发明专利

JPH11182057A REPAIRING METHOD FOR EXISTING SPACE TRUSS 失效
公开(公告)号：JPH11182057A
公开(公告)日：1999-07-06
申请号：JP34776597
申请日：1997-12-17
申请人： TOMOE CORP
发明人： TAJIMA MASAMITSU , NOZAWA HIROSHI , FUTAMURA KOSAKU , YAMADA TAKESHI
IPC分类号： E04B1/19 , E04C3/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To reinforce a top chord member and a bottom chord member without giving any deformation due to welding to the top chord members and the bottom chord members constituting a space truss when remodeling an existing space truss built before the enforcement of the new earthquake resistant design criteria. SOLUTION: Deformation of the top chord member 1 and the bottom chord member 2 due to welding is restricted by a reinforcing member 5 attached and fixed to the top chord member 1 and the bottom chord member 2 of a space framework 4, an upper portion holding member 6 and a lower portion holding member 7 arranged by clamping a supporting member 8 below a reinforcing member 5 fixed to the bottom chord member and above the reinforcing member fixed to the top chord member fixed to the top chord member 1 with the supporting member 8 jointed to one surface, and side portion holding members 9, 9. And in this state, a web member 3 or the reinforcing member 5 for reinforcing the space framework 4 is welded to the top chord member 1 and the bottom chord member 2.

5. 发明专利

JPH0621473B2 失效
公开(公告)号：JPH0621473B2
公开(公告)日：1994-03-23
申请号：JP27440087
申请日：1987-10-29
申请人： TOMOE CORP
发明人： MEGURO KENJI , TAJIMA MASAMITSU
IPC分类号： E04B1/19 , E04B1/342 , E04B1/58

6. 发明专利

JPH10252316A MEMBRANE STRUCTURE 失效
公开(公告)号：JPH10252316A
公开(公告)日：1998-09-22
申请号：JP6077997
申请日：1997-03-14
申请人： TOMOE CORP
发明人： UEKI TAKASHI , TAJIMA MASAMITSU , KIKUCHI MASATOSHI , SHIMODA ISAO , YAMADA TAKESHI
IPC分类号： E04H15/34
摘要： PROBLEM TO BE SOLVED: To provide a membrane structure in which membrane for structural use is supported by a roof frame structure, and the shape and size of the membrane is unified and the supporting method thereof is simplified. SOLUTION: A support frame structure 2 of space trusses is erected to support a membrane for structural use 3 on the roof frame structure 1 of space trusses. And the membrane 3 is fixed on upper chord members 6 parallelly laid at every equal distance, of the support frame structure 2. Two kinds of truss frame members 19, 20 having heights different from each other, constituted of upper chord members 21, lower chord members, and webs 23 connecting both chord members are arranged parallelly at every equal distance and also higher truss frame members 19 and lower truss frame members 20 are alternately arranged to constitute the roof frame structure of space trusses. The tent 3 is fixed to the upper chord members 21 of the higher truss frame members 19.

7. 发明专利

JPH10252141A JOINT CONSTRUCTION FOR TRUSS STRUCTURE 失效
公开(公告)号：JPH10252141A
公开(公告)日：1998-09-22
申请号：JP6279297
申请日：1997-03-17
申请人： TOMOE CORP
发明人： KAKINAGA MASATOSHI , TAJIMA MASAMITSU
IPC分类号： E04B1/19 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To improve assembling work by connecting gusset plates to joining plates which connect a top chord member and a bottom chord member to the upper end and the lower end of a strut without welding at least on the gusset plates being less affected by a shearing force to the strut. SOLUTION: Joining plates 6 which are connected to the flanges of a top chord member 1 and a bottom chord member 2 at the upper end and lower end of a strut 5 are connected, and gusset plates 7 for connecting the webs of the top chord member 1 and the bottom chord member 2 are connected to each joining plate 6. Then, the flanges of the top chord member 1 and the bottom chord member 2 and the joining plate 6, and the webs and gusset plates 7 are connected together by splice plates 9 and bolts. Next, the gusset plate 7 is connected in a form of being clamped with a joining plate 6 and a reinforcing plate 8, but among the upper and lower gusset plates 7, the upper gusset plate 7 is not welded the strut 5. Therefore, the assembling cost can be reduced.

8. 发明专利

JPH07238594A THREE-DIMENSIONAL FRAMEWORK STRUCTURE 失效
公开(公告)号：JPH07238594A
公开(公告)日：1995-09-12
申请号：JP5659394
申请日：1994-03-02
申请人： TOMOE CORP
发明人： YOSHIMOTO HISAO , KUBODERA ISAO , TAJIMA MASAMITSU
IPC分类号： E04B1/19 , E04B1/32 , E04B1/342
摘要： PURPOSE:To provide a structure having sufficiently strong joints between gusset plates and a perimeter column, which can be built easily from fewer gusset plates. CONSTITUTION:A roof part 3 is formed by setting-up a plurality of framework members 41, 42 in lattice shape, and a perimeter column 1 supporting a side 3a of the roof part 3 and the end parts of the framework member 41, 42 are joined together through gusset plates 8. A point P at which gauge lines g1, g2 on the framework members 41, 42 intersect with the center line of the perimeter column 1 is provided shifting from a surface 1a on a gusset for fitting the perimeter column 1 to the side of an axis (O) of the column 1. In this three- dimensional framework structure, the gusset plates 8 are composed of a pair of fitting plates 81, 82 with which the end parts of the framework members 41, 42 are respectively joined and which are formed almost in the shape of a letter V. Ends 8a of the fitting plates 81, 82, which ends are on the side of the column 1, are positioned apart each other and are fitted to the surface 1a.

9. 发明专利

JP2008014026A Support structure of upper guide rail in sliding door 有权
标题翻译：滑坡门上导轨支撑结构
公开(公告)号：JP2008014026A
公开(公告)日：2008-01-24
申请号：JP2006186468
申请日：2006-07-06
申请人： Tomoe Corp , 株式会社巴コーポレーション
发明人： TAJIMA MASAMITSU , SHIMODA ISAO , MOTOKI MINORU
IPC分类号： E05D15/06
摘要： PROBLEM TO BE SOLVED: To attain weight reduction and simplification of an adjusting means and smoothness of door movement by the vertical position adjustment of guide rails and to suppress noise caused by the rattle of a door based on external force such as wind. SOLUTION: An upper guide rail 3 in a sliding door bearing the self-weight of the door 1 by a lower rail 2 is suspended in a vertical position adjustable manner from a rail receiving member 4 by lifting members 8, 9, and the front and rear of the upper guide rail 3 is held by the rail receiving member 4. Only the guide rail 3 constituted separately from the rail receiving member 4 which is an upper support structure of the door, can thereby be vertically moved to attain weight reduction and simplification of the vertical position adjusting means 8, 9 of the guide rail 3. Furthermore, since the front and rear of the guide rail 3 are held by the rail receiving member 4, the door 1 receiving external force such as wind load does not make any noise caused by backlash between itself and the rail receiving member 4 through the guide rail 3. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过导轨的垂直位置调整实现调节装置的重量减轻和简化以及门的移动平滑度，并且抑制由于诸如风的外力而引起的门的振铃。解决方案：通过下导轨2承载门1的自重的滑动门中的上导轨3通过提升构件8,9从轨道接收构件4悬挂在垂直位置可调节的方式，并且上导轨3的前后由轨道接收构件4保持。因此，只有与作为门的上支撑结构的轨道承受构件4分开构成的导轨3能够垂直移动以获得重量减少和简化导轨3的垂直位置调节装置8,9。此外，由于导轨3的前后被轨道接收构件4保持，所以接收诸如风荷载的外力的门1 不会通过导轨3造成其与轨道接收构件4之间的间隙引起的任何噪音。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JPH11182058A REPAIR METHOD OF EXISTING SPACE TRUSS 失效
公开(公告)号：JPH11182058A
公开(公告)日：1999-07-06
申请号：JP34776697
申请日：1997-12-17
申请人： TOMOE CORP
发明人： TAJIMA MASAMITSU , NOZAWA HIROSHI , FUTAMURA KOSAKU , YAMADA TAKESHI
IPC分类号： E04B1/19 , E04C3/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To perform welding reinforcement without producing welding deformation on a truss frame material by performing restraint for deformation at the time of welding by reinforcing material closely providing and fixing the upper chord member and lower chord member of a truss frame material being the object of reinforcement respectively. SOLUTION: A web material or a reinforcing material 5 is welded on an upper chord member 1 and a lower chord member 2 while welding deformation of a truss frame material 4 is prevented by the reinforcing material 5 closely providing and fixing the truss frame material 4 of an existing space truss on the upper chord member 1 and the lower chord member 2. The reinforcing material 5 is closely provided on the upper chord member 1 and the lower chord member 2 of the truss frame material 4 being the object of reinforcement, and fixed by welding and bolts. An interval is provided in the length direction of the upper chord member 1 and the lower chord member 2, and fixed on a plurality of parts or the two parts of both the end parts of the upper chord member 1 and the lower chord member 2 even the welding or the bolts. Thereby the truss frame material 5 is restrained for the deformation of the plane-of-structure direction and the axial direction, the deformation of the upper chord member and the lower chord member is suppressed at the time when the web material or the reinforcing material 5 is welded on the upper chord member 1 and the lower chord member 2, and respective welding deformation can be prevented.

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