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1. 发明专利

JP2017083405A ダンパの状態検知装置审中-公开
公开(公告)号：JP2017083405A
公开(公告)日：2017-05-18
申请号：JP2015214906
申请日：2015-10-30
申请人：首都高速道路株式会社 , Metropolitan Expressway Co Ltd , オムロン株式会社 , Omron Corp , 青木あすなろ建設株式会社 , Aoki Asunaro Kensetsu Kk , 株式会社巴技研 , Tomoe Giken:Kk
发明人： KURAJI KENTARO , MIGITAKA YUJI , TAKASE KAZUO , NISHIDA SHUJI , OZAKI TOMOHIRO , HIGAMI TOMOHIKO , USHIJIMA SAKAE , SATO TOSHIO , ISOHATA NOBORU , UCHIKI MANABU
IPC分类号： G01M99/00 , E01D19/04 , E04H9/02 , F16F7/08 , F16F7/12 , F16F15/02 , G01M5/00
摘要：【課題】支承を介して上部構造を下部構造に載置した構造物に取り付けた鋼製ダンパの状態が変化したかどうかを簡単な構成で検知する技術を提供する。【解決手段】摩擦ダンパ5は、一端が構造物の下部構造側に、他端が上部構造側に取り付けられている。構造物は、支承を介して上部構造を下部構造に載置している。ひずみセンサ13aは、摩擦ダンパ5が軸方向の応力を受ける内筒6に取り付けている。センサ部13は、ひずみセンサ13aの出力によって、摩擦ダンパ5の状態が変化したかどうかを検知する。【選択図】図6

2. 发明专利

JP2017082556A 異常検知装置审中-公开
公开(公告)号：JP2017082556A
公开(公告)日：2017-05-18
申请号：JP2015214907
申请日：2015-10-30
申请人：オムロン株式会社 , Omron Corp , 青木あすなろ建設株式会社 , Aoki Asunaro Kensetsu Kk , 株式会社巴技研 , Tomoe Giken:Kk
发明人： TAKASE KAZUO , NISHIDA SHUJI , SAMEJIMA YUTAKA , HIGAMI TOMOHIKO , OZAKI TOMOHIRO , AKAI RYOTA , USHIJIMA SAKAE , SATO TOSHIO , ISOHATA NOBORU , UCHIKI MANABU
IPC分类号： E01D22/00 , E01D1/00 , G01M7/00 , G01M99/00
摘要：【課題】構造物における上部構造と下部構造との間で伝達された振動がある程度の大きさを超えた箇所を簡単な構成で適正に検知することができる技術を提供する。【解決手段】構造物は、上部構造を下部構造の上に支承を介して載置している。ダンパ5は、軸方向の一端が構造物の上部構造側に取り付けられ、軸方向の他端が構造物の下部構造側に取り付けられている。センサノード1は、ダンパ5における軸方向の伸縮量が予め定めた一定量を超えているかどうかを検知する。報知装置2は、センサノード1によってダンパ5における軸方向の伸縮量が予め定めた一定量を超えたことが検知された場合、その旨を出力する。【選択図】図1

3. 发明专利

JP2007192070A Slewing gear of lift-up device for building tower structure 审中-公开
标题翻译：用于建筑塔式结构的升降装置的起落架
公开(公告)号：JP2007192070A
公开(公告)日：2007-08-02
申请号：JP2006009417
申请日：2006-01-18
申请人： Aoki Asunaro Kensetsu Kk , 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 , 青木あすなろ建設株式会社
发明人： TANUMA RYOICHI , ISOHATA NOBORU
IPC分类号： F03D11/04 , B66C23/28 , E04G21/14
CPC分类号： Y02E10/72
摘要： PROBLEM TO BE SOLVED: To provide a slewing gear of a lift-up device for building a tower structure excellent in application properties and safety and capable of safely building a rotary body such as large blades at an air position low from the ground even under a geographical condition not suitable for building on the ground.
SOLUTION: In the lift-up device for building the tower structure mounting the rotary body 9 lifted up by the lift-up device 3 on a top end part of the tower structure 2 which is constructed by connecting unit members piled up in order by the lift-up device 3, the slewing gear 8 building the rotary body 9 in a horizontal plane is installed attachably and detachably on the lift-up device 3. Consequently, since the rotary body 9 such as the large blade can be safely built in the horizontal plane at the air position low from the ground G even under the geographical condition not suitable for building on the ground, large scale preparation construction or the like for building the rotary body 9 on the ground around the tower structure 2 is made unnecessary.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种提升装置的回转齿轮，用于建造具有优异的应用性质和安全性的塔架结构，并且能够在低于地面的空气位置安全地构建诸如大叶片的旋转体即使在不适合在地面上建设的地理条件下。解决方案：在用于建造塔架结构的提升装置中，将由提升装置3提升的旋转体9安装在塔架结构2的顶端部分上，塔架结构2的顶端部分是将连接在通过提升装置3对由旋转体9构成的水平面的回转齿轮8可拆卸地安装在提升装置3上。因此，由于大型叶片等旋转体9可以安全地即使在不适合在地面上建造的地理条件下，也在距离地面G低的空中位置的水平面上建立水平面，制造用于在塔架结构2周围的地面上建造旋转体9的大规模准备构造等不必要。版权所有（C）2007，JPO＆INPIT

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

JP2012154034A Maintenance method of towering structure 有权
标题翻译：提升结构维护方法
公开(公告)号：JP2012154034A
公开(公告)日：2012-08-16
申请号：JP2011011494
申请日：2011-01-24
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： ISOHATA NOBORU
IPC分类号： E04G23/02 , E04G3/28 , E04H12/00 , F03D11/04
CPC分类号： Y02E10/72
摘要： PROBLEM TO BE SOLVED: To provide a maintenance method of a towering structure capable of lifting a heavy component with high strength even in a simple structure using absolute minimum members.SOLUTION: In the maintenance method of a towering structure for maintenance inspections of a structure installed on a surface of an existing tower 1 or at the upper end part of the existing tower 1, a lifting frame 5 is installed so as to be freely lifted to a pair of maintenance columns 2A, 2B connected and assembled roughly in parallel with the existing tower 1, and the maintenance inspection is executed for the structure installed on the surface of the existing tower 1 or at the upper end part of the existing tower 1 using the lifting frame 5. Thus, the maintenance method of the towering structure is provided to lift a heavy component stably with high strength by the pair of maintenance columns 2A, 2B connected utilizing the prescribed strength of the existing tower 1 even in the simple structure using the absolute minimum members.
摘要翻译：要解决的问题：提供一种能够使用绝对最小构件以简单结构提升高强度的重组分的高耸结构的维护方法。解决方案：在安装在现有塔架1的表面上或现有塔架1的上端部处的结构进行维护检查的高耸结构的维护方法中，提升框架5安装成自由地提升到与现有塔1大致并联连接和组装的一对维护柱2A，2B，并且对现有塔1的表面上或现有塔1的表面上的结构执行维护检查因此，提供高耸结构的维护方法，以通过利用现有塔1的规定强度连接的一对维护柱2A，2B，以高强度稳定提升重物，即使在使用绝对最小成员的简单结构。版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2005120775A Construction method for tower-like structure 有权
标题翻译：塔式结构施工方法
公开(公告)号：JP2005120775A
公开(公告)日：2005-05-12
申请号：JP2003358932
申请日：2003-10-20
申请人： Tomoe Giken:Kk , 株式会社巴技研
发明人： ISOHATA NOBORU , SATOU TAKANARI , UCHIKI MANABU
IPC分类号： E04H12/08 , E04G21/16 , F03D9/00 , F03D11/04
CPC分类号： Y02E10/72
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a tower-like structure for performing construction work of a wind power generator safely. SOLUTION: In this construction method for the tower-like structure, a tower body structure 1a of a block which becomes the lowermost part is erected in a foundation part, a guide tower 2 composed of four support columns 21 to 24 is assembled so as to surround the tower body structure 1a of the lowermost part block, and a support mechanism 3 having a guide roller provided on an outer side of two belt bodies, a member connecting the belt bodies with a frame, and the frame is attached between the tower body structure 1a and the guide tower 2. A climbing device 5 is attached to the guide tower 2 to lift the tower body structure by the climbing device 5 and lift the guide tower 2 by the climbing device 5. A joint frame is connected with a part below it to raise the guide tower 2 and construct the tower-like structure by the raised guide tower 2. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：解决的问题：提供一种用于安全地进行风力发电机的建造工作的塔状结构的施工方法。解决方案：在这种塔式结构的施工方法中，将成为最低部分的块体的塔体结构1a竖立在基础部分中，组装由四个支撑柱21至24组成的导向塔2 围绕最低部件块的塔体结构1a，以及具有设置在两个带体的外侧的引导辊的支撑机构3，将带体与框架连接的构件，框架安装在塔体结构1a和导塔2.攀爬装置5安装在导塔2上，以通过攀爬装置5提升塔体结构，并通过攀爬装置5提升导塔2.连接框架连接其下方有一部分，用于升高引导塔2，并通过升高的导塔2构造塔式结构。版权所有（C）2005，JPO＆NCIPI

7. 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

8. 发明专利

JP2011246236A Friction damper for crane stay 有权
标题翻译：用于起重机的摩擦阻尼器
公开(公告)号：JP2011246236A
公开(公告)日：2011-12-08
申请号：JP2010121162
申请日：2010-05-27
申请人： Tomoe Giken:Kk , 株式会社巴技研
发明人： ISOHATA NOBORU , UCHIKI MANABU
IPC分类号： B66C15/00 , B66C23/28
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive friction damper for a crane stay, for safely performing the seismic response control action, even by the damper of a simple structure by only friction, by adjusting the stay length being an initial value.SOLUTION: This friction damper 1 for the crane stay includes an inner cylinder 3 and an outer cylinder 2 mutually sliding via a friction material 5 for providing predetermined frictional force, is constituted so that a relative position between the inner cylinder 3 and the outer cylinder 2 can be adjusted by force of the predetermined frictional force or more, and safely performs the seismic response control action by the presence of a regulating mechanism, even by the damper of the inexpensive and simple structure by only the friction, by increasing allowable capacity for interposing the crane stay 9 to an installation dimensional error between a tower crane and a building in construction, by arranging the regulating mechanism (such as a slipping-out preventive bolt) 6 so that the relative position between the inner cylinder 3 and the outer cylinder 2 does not become larger than a predetermined interval.
摘要翻译：要解决的问题：为了安全地执行地震响应控制动作，为了提供一种用于起重机支架的便宜的摩擦阻尼器，即使通过仅通过摩擦将结构简单的阻尼器通过调节作为初始值的停留长度来实现。解决方案：用于起重机支架的该摩擦阻尼器1包括经由用于提供预定摩擦力的摩擦材料5相互滑动的内筒3和外筒2，构造成使得内筒3与内筒3之间的相对位置外筒2可以通过预定的摩擦力或更大的力来调节，并且即使通过只有摩擦的便宜且简单的结构的阻尼器，通过增加允许的方式来安全地执行由调节机构的存在的地震响应控制动作通过布置调节机构（如防滑滑螺栓）6，使得内筒3和内筒3之间的相对位置，能够将起重机支架9插入到塔式起重机与建筑物的建筑物的安装尺寸误差之间外筒2不会变得比预定间隔大。版权所有（C）2012，JPO＆INPIT

9. 发明专利

JP2005201128A Construction device of wind power generator, and construction method of wind power generator 有权
标题翻译：风力发电机构造装置及风力发电机构造方法
公开(公告)号：JP2005201128A
公开(公告)日：2005-07-28
申请号：JP2004007512
申请日：2004-01-15
申请人： Tomoe Giken:Kk , 株式会社巴技研
发明人： ISOHATA NOBORU , SATOU TAKANARI , UCHIKI MANABU
IPC分类号： E04H12/00 , E04G21/16 , F03D9/00 , F03D11/04
CPC分类号： Y02E10/72
摘要： PROBLEM TO BE SOLVED: To provide a construction device of a wind power generator capable of safely performing construction work, and a construction method of the wind power generator using the device. SOLUTION: The construction device of the wind power generator comprises two beams 52a and 52b located left and right and a member 54 for connecting one end. A U-shaped frame defining a carrying-in opening section 55, a telescopic mechanism 58 disposed in the frame, and trucks having a suspending means are mounted on the side of overhanging parts 53a and 53b. A left truck 61a is provided with a first column member 63a, a first large beam 64a, a second column member 67a, and a second large beam 68a. A right truck 61b is provided with a first column member 63b, a first large beam 64b, a second column member 67b, and a second large beam 68b. A first gate type frame is constituted of the first large beams of the right and left trucks, and a second gate type frame is constituted of the second large beams. Small beams 71a and 71b and suspending fixture 72 are disposed on this. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供能够安全地进行施工的风力发电机的施工装置以及使用该装置的风力发电机的构造方法。解决方案：风力发电机的施工装置包括左右两个梁52a和52b，以及用于连接一端的构件54。在伸出部分53a和53b的一侧安装有限定承载开口部分55的U形框架，设置在框架中的伸缩机构58和具有悬挂装置的卡车。左车厢61a设置有第一列构件63a，第一大梁64a，第二柱构件67a和第二大梁68a。右车厢61b设置有第一列构件63b，第一大梁64b，第二柱构件67b和第二大梁68b。第一门型框架由左右两车厢的第一大梁构成，第二门架由第二大梁构成。小梁71a和71b以及悬挂固定件72设置在其上。版权所有（C）2005，JPO＆NCIPI

10. 发明专利

JP2005120963A Supporting column constituting guide tower and wind power generator constructing method using the same 有权
标题翻译：支撑柱构造导向塔和风力发电机构造方法
公开(公告)号：JP2005120963A
公开(公告)日：2005-05-12
申请号：JP2003358933
申请日：2003-10-20
申请人： Tomoe Giken:Kk , 株式会社巴技研
发明人： ISOHATA NOBORU , SATOU TAKANARI , UCHIKI MANABU
IPC分类号： E04H12/00 , E04G21/16 , F03D9/00 , F03D11/04
CPC分类号： Y02E10/72
摘要： PROBLEM TO BE SOLVED: To provide a supporting column constituting a guide tower for allowing more efficient work for constructing a wind power generator, and to provide a wind power generator constructing method using the same. SOLUTION: The guide tower is constituted by the supporting column which has a long framework formed with vertical members 71a-71d, an upper lateral member 72, an intermediate lateral member 76 and a lower lateral member 74 and plate members 70 with oblong holes 26 provided thereon. A climbing device is mounted on the guide tower. Pins of an expansion mechanism are put in engagement with the oblong holes 26 of the supporting column when a tower body structure, the generator and a vane are lifted up. The climbing device is stopped and the pins of the expansion mechanism are put in engagement with the oblong holes 26 when the guide tower is lifted up. The supporting column is connected to the lower part of the lifted-up guide tower to increase the height of the guide tower. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种构成导塔的支柱，用于构建风力发电机的更有效的工作，并提供使用该引导塔的风力发电机构造方法。解决方案：导塔由具有长形框架的支柱构成，该框架形成有垂直构件71a-71d，上横向构件72，中间横向构件76和下横向构件74以及具有长方形的板构件70 设置在其上的孔26。攀登装置安装在导塔上。当塔体结构，发电机和叶片被提升时，膨胀机构的销钉与支柱的长孔26接合。当引导塔抬起时，攀爬装置停止，并且膨胀机构的销与长孔26接合。支撑柱连接到提升导塔的下部以增加导塔的高度。版权所有（C）2005，JPO＆NCIPI

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