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1. 发明专利

JPH0835358A CONSTRUCTION METHOD FOR TOWER SHAPED STRUCTURE AND SUPPORT STRUCTURE USED FOR THE METHOD 失效
公开(公告)号：JPH0835358A
公开(公告)日：1996-02-06
申请号：JP19017394
申请日：1994-07-21
申请人： TOMOE CORP , TOMOE GIKEN KK
发明人： MIURA MITSUO , FURUSAWA YOSHIRO , TAGUCHI TAKEYA , ISOHATA NOBORU , SAITO KAZUHIRO , SATOU TAKANARI
IPC分类号： E04B1/35 , E04G21/14 , E04H12/10 , E04H12/20 , E04H12/34
摘要： PURPOSE:To surely support the tower shaped structure against horizontal force caused by earthquakes and the like with a temporary working platform lowered in height to a great extent. CONSTITUTION:One or a plurality of unit structures 2a are piled up so as to be constructed over a foundation 1, a temporary working platform 4 equipped with a lifting means 5 is constructed around the unit structure 1a thereafter, the unit structure 2a is lifted up by the lifting means 5 while the unit structure 2a is being supported by the temporary working platform 4 from surroundings, and the following unit structure 2a is then connected below the previous one thereafter. A plurality of the unit structures 2a are piled up so as to be constructed into a tower shape by repeating the piling up operation of the unit structure. While a tower shaped structure 2 is being constructed, one sides of a plurality of guy tendons 24A are combined with the upper position of the unit structure 2a, and the other ends are wound onto a plurality of winches 19A provided for the circumference of the working platfrom 4 respectively, so that a support structure stretched in a radial shape as viewed in a plane figure is kept at all times.

2. 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

3. 发明专利

JPH08144527A ROOF FRAME RAISING METHOD 失效
公开(公告)号：JPH08144527A
公开(公告)日：1996-06-04
申请号：JP28331494
申请日：1994-11-17
申请人： TOMOE CORP , TOMOE GIKEN KK
发明人： MIURA MITSUO , FURUSAWA YOSHIRO , TAGUCHI TAKEYA , KAWAZOE TOSHIYUKI , ISOHATA NOBORU , SAITO KAZUHIRO , SATOU TAKANARI
IPC分类号： E04B7/00 , E04G21/14
摘要： PURPOSE: To reduce force necessary to raise a roof frame in a method to complete a roof by raising the roof frame assembled on the ground up to a specific angle by rotating it around its one end side. CONSTITUTION: A roller bearing 3 is connected to an under surface on the side opposed to a rotary bearing 2 connected to one end of a roof frame 1, and an inclined working platform 4 whose upper surface is inclined and which is composed of plural inclined blocks 41, 42 and 43 is arranged under the roller bearing 3. Every time when the inclined working platform 4 is drawn near by a specific distance to the rotary bearing side 2 side, the inclined block 41 positioned on the rotary bearing 2 side is replaced by raising a level to the roller bearing 3 side, and the inclined working platform 4 is again drawn near by the specific distance to the rotary bearing 2 side. These procedures are repeated, and the roller bearing 3 side of the roof frame 1 is raised.

4. 发明专利

JP2007009635A Run-off prevention device in sliding system 有权
标题翻译：滑动系统中的运行预防装置
公开(公告)号：JP2007009635A
公开(公告)日：2007-01-18
申请号：JP2005195005
申请日：2005-07-04
申请人： Tomoe Corp , Tomoe Giken:Kk , 株式会社巴コーポレーション , 株式会社巴技研
发明人： MASAOKA NORIO , KAWAZOE TOSHIYUKI , ISOHATA NOBORU , SATOU TAKANARI
IPC分类号： E04G21/16 , E04B1/35 , F16D63/00
摘要： PROBLEM TO BE SOLVED: To prevent a sliding system from reverse run or run-off despite the occurrence of earthquakes, etc. during the movement of a structure or the transfer of a pin block to the next pin hole.
SOLUTION: A run-off prevention pin 15 is provided, which engages with a pin hole 8 on a step bar 7 upon releasing of an electromagnet opposite to the slide pin 10 relative to the step bar 7. The run-off prevention pin 15 withdraws by exciting the electromagnet, and then the pin block 4 becomes free to move in the advance direction so that the transfer of the pin block 4 to the next pin hole can automatically be done. If horizontal shakes should occur due to earthquakes, the electromagnet can effectively be released by a switch operation or disconnection to enable the run-off prevention pin 15 to engage with the pin hole 8 on the step bar 7, thus reliably preventing any reverse run or run-off of a sliding system 1 and also a structure U being moved.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了防止滑动系统反向运行或流失，尽管在结构运动期间发生地震等，或者将销块传送到下一个销孔。解决方案：提供防脱销15，其与相对于步进杆7相对于滑动销10的电磁体释放时，与步进杆7上的销孔8接合。防止径流销15通过激励电磁铁而退出，然后销块4在提前方向上自由移动，使得销块4向下一个销孔的传递可以自动完成。如果由于地震而发生水平振动，则可以通过开关操作或断开来有效地释放电磁铁，以防止防滑销15与台阶杆7上的销孔8接合，从而可靠地防止任何反向运行或滑动系统1的径流以及移动的结构U。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JPH10238579A ENERGY ABSORBING DEVICE FOR STRUCTURAL MEMBER 失效
公开(公告)号：JPH10238579A
公开(公告)日：1998-09-08
申请号：JP4079597
申请日：1997-02-25
申请人： TOMOE CORP
发明人： SATO NOBUHIRO , ISOHATA NOBORU , SATOU TAKANARI
IPC分类号： E04H9/02 , F16F7/08
摘要： PROBLEM TO BE SOLVED: To provide an energy absorbing device for a structural member to prevent breakage of the structural member as the generation of vibration of a structure due to overtension and overcompression exerted on the structural member owing to an earthquake. SOLUTION: A containing box 1 comprises a cylindrical inner frame 2 and a cylindrical outer frame 3 fitted in the outside thereof and a sealed space is formed at the inner side of the containing box 1 through location of an O-ring 10. A dice 4 is fixed at the inside of the inner frame 2. The end part of a fitting-in rod 5 formed of a stainless steel is fixed in a position equivalent to the bottom part of the outer frame 3. The other end of the fitting-in rod 5 is extended through the hole of a dice 4 to the inside of the inner frame 2. The sealed space in the containing box 1 is filled with rustproof oil. A mounting part 11 is arranged at the two ends in an axial direction of the containing box 1, and braces 23 are intercoupled. Against overtension and overcompression, energy is absorbed through the deformation of the fitting-in 5 when the fitting-in rod 5 passes through the dice 4.

6. 发明专利

JP2005036485A Erection method and device for steel structure 有权
标题翻译：钢结构的破坏方法和装置
公开(公告)号：JP2005036485A
公开(公告)日：2005-02-10
申请号：JP2003274067
申请日：2003-07-14
申请人： East Japan Railway Co , Tekken Constr Co Ltd , Tomoe Corp , Tomoe Giken:Kk , 東日本旅客鉄道株式会社 , 株式会社巴コーポレーション , 株式会社巴技研 , 鉄建建設株式会社
发明人： ISHIBASHI TADAYOSHI , OSAKO KATSUHIKO , HOSHIKAWA TSUTOMU , IINO MINORU , MATSUMOTO YOSHIO , NAKAJIMA HIDEKAZU , NISHIKAWA FUMIHIRO , ISOHATA NOBORU , SATOU TAKANARI
IPC分类号： E04B1/35 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To provide an erection method and device for a steel structure shortening a construction period, reducing an erection cost and improving safety in constructing the steel structure such as a station terminal building at an upper part of an existing facility such as a platform of an existing station.
SOLUTION: All permanent first section columns a
1 of the steel structure are erected, and blocks of suitable length of an upper structure A
U are assembled on a permanent end frame 1 constructed on one end side. The assembled blocks are slid to the other end side, and the following blocks are assembled and connected to the slid blocks. This process is sequentially repeated to slide the upper structure A
U projected to the other end side from the end frame 1, while supporting it by the first section columns a
1 on the other end side. When the upper structure A
U reaches a prescribed installation position, the upper structure A
U is lowered to connect second section columns a
2 of the upper structure A
U to the first section columns a
1 , and first section floor slabs b
1 are lowered into the regular mounting position and joined to the first section columns a
1 .
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种钢结构的架设方法和装置，缩短施工期，降低架设成本，提高构筑现有设施上部的站台建筑等钢结构的安全性例如现有车站的平台。
解决方案：钢结构的所有永久性第一段列a 1 竖立，并且上部结构A U 的合适长度的块组装在永久端框架1在一端构造。组装的块滑动到另一端侧，并且随后的块组装并连接到滑块。顺序地重复该过程，以使从顶端框架1突出到另一端侧的上部结构A U ，同时由第一部分列a 1 另一端当上部结构A U 达到规定的安装位置时，上部结构A U 下降，以将上部结构A 2 结构A U 到第一部分列a 1 ，第一部分楼板b 1 下降到正常安装位置并连接到第一节列a 1 。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JPH06335146A SAFETY DEVICE FOR EXCESSIVE TENSILE FORCE 失效
公开(公告)号：JPH06335146A
公开(公告)日：1994-12-02
申请号：JP14115793
申请日：1993-05-21
申请人： TOMOE CORP
发明人： SATO NOBUHIRO , ISOHATA NOBORU , SATOU TAKANARI
IPC分类号： H02G7/04
摘要： PURPOSE:To provide a safety device capable of absorbing excessive tensile force acting on a member to be drawn without being attended with the damage of the member to be drawn, and capable of maintaining the coupled condition of the member to be drawn to a drawing member as it is when the excessive tensile force disappears. CONSTITUTION:The title safety device has a housing box 1 for housing stretching material 4 filled with rust preventive oil 13, a die 5 provided at the exit part for guiding out the stretching material 4 of the housing box 1, and a coupling piece 9 inserted into the exit part and fixed through the medium of a shearing pin 10, and coupled to one end 4a of the stretching material 4 drawn out by the die 5. The coupling piece 9 has a uniting part 9a to be united to one of a member to be drawn 12 and a drawing member 11, and another uniting part 1d is provided for uniting to the other of the member to be drawn 12 and the drawing member 11 on the opposite side of the housing box 1 to the coupling piece 9.

8. 发明专利

JP2007032005A Friction-coefficient reducing mechanism for sliding support 有权
标题翻译：摩擦系数减少机制的滑动支持
公开(公告)号：JP2007032005A
公开(公告)日：2007-02-08
申请号：JP2005214247
申请日：2005-07-25
申请人： Tekken Constr Co Ltd , Tomoe Corp , Tomoe Giken:Kk , 株式会社巴コーポレーション , 株式会社巴技研 , 鉄建建設株式会社
发明人： TOKAWA MASAYUKI , MASAOKA NORIO , KAWAZOE TOSHIYUKI , KONISHI HIDEKAZU , ISOHATA NOBORU , SATOU TAKANARI
IPC分类号： E04G21/14 , E04B1/35
摘要： PROBLEM TO BE SOLVED: To provide a friction-coefficient reducing mechanism for a sliding support, which can reduce the coefficient of friction between a slide-traveling surface and the sliding support by using a relatively simple device, facilitate installation and removal, and bring about cost reduction, the improvement of constructibility, etc., in a sliding construction method for a steel-framed structure etc.
SOLUTION: In the sliding construction method in which an undersurface of a lower flange 2a of a lower steel-frame beam 2 of an upper structure B slides as the slide-traveling surface on the sliding pad 1b of the sliding support 1 on a lower structure A, the friction-coefficient reducing mechanism 10 comprises a strip-shaped stainless-steel sheet 11 which is sufficiently long in a sliding direction, a sheet feeding device 12 which is installed in the rear of the sliding support 1, and a sheet recovery device 13 which is installed ahead of the sliding support 1. A sheet 11 is automatically pulled out from the device 12 only by sliding the upper structure B, slid along with the upper structure B on the sliding support 1 in the state of being stuck on the undersurface of the lower flange 2a, and recovered by the device 13.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种滑动支撑件的摩擦系数降低机构，其可以通过使用相对简单的装置来减小滑动行进面与滑动支撑件之间的摩擦系数，便于安装和拆卸，并且在钢框架结构等的滑动施工方法中，降低成本，提高施工性等。解决方案：在下钢板的下凸缘2a的下表面的滑动施工方法中，上部结构B的框架梁2作为滑动支撑件1的滑动垫1b上的滑动行进面在下部结构A上滑动，摩擦系数降低机构10包括带状不锈钢板11，在滑动方向上足够长，安装在滑动支撑件1的后部的送纸装置12和安装在滑动支撑件1前方的纸张回收装置13。只有通过滑动上部结构B，滑动支承件1上的上部结构B在下部凸缘2a的下表面上滑动，并从设备12自动拉出，并由设备13回收。版权所有（C）2007，JPO＆INPIT

9. 发明专利

JPH0821101A CONSTRUCTION METHOD OF ROOF STRUCTURAL BODY 失效
公开(公告)号：JPH0821101A
公开(公告)日：1996-01-23
申请号：JP17971794
申请日：1994-07-08
申请人： TOMOE CORP
发明人： KAWAZOE TOSHIYUKI , MIURA MITSUO , SATO TAKASHI , FURUSAWA YOSHIRO , MASAOKA NORIO , MUKOYAMA YOICHI , HAYASHI TATSUO , SAITO KAZUHIRO , SATOU TAKANARI , KUROKAWA YUJI
IPC分类号： E04B1/342 , E04B1/35 , E04B7/00 , E04B7/02 , E04G21/14
摘要： PURPOSE:To shorten a construction period and remarkably reduce a construction cost by eliminating the need for a support or a jack or the like at the tip of this support and its preparation work as well and reducing the frequency of using a wrecker. CONSTITUTION:An outer roof structural body 6 is constructed in a skeleton 5 of an athletic field 1 in such a fashion that it may face the inside of the field 1. The outer end of an inner roof block 13 is pin-jointed with an inner peripheral part of this outer structural body 6. The inner roof block 13 is erected by an erection means and then adjacent inner roof blocks 43 are connected to each other with an inner truss member, thereby constructing an inner roof structural body 7. The whole inner roof structural body 7 is fastened (jacked down) with the erection means.

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