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1. 发明专利

JP2000282486A FIXING METHOD FOR LEG MEMBER OF STEEL TOWER FOOTING 失效
公开(公告)号：JP2000282486A
公开(公告)日：2000-10-10
申请号：JP9412899
申请日：1999-03-31
申请人： TOKYO ELECTRIC POWER CO , MAEDA CONSTRUCTION
发明人： YOSHII YUKIO , TANABE SHIGERU , IIJIMA MASAYOSHI , YOKOZAWA KAZUO , MISHIMA TETSUYA
IPC分类号： E02D27/42
摘要： PROBLEM TO BE SOLVED: To enable a rational designing of an anchor member for a large steel tower by calculating a shearing stresss, bending stress or the like of the member with respect to an axial load applied on a main leg column of the steel tower by the use of a calculation equation based on an actual scale experiment. SOLUTION: A mounting plate 53 is welded to a lower part of a main leg column 52 of a steel tower, then an anchor member 54 formed by combining two angle members is mounted by bolts 55, and burried in footing concrete so as to suport an axial load acting on the column 52. In designing the member 54, by the use of a calculation equation determined based on an actual scale experiment, data of the member 54, plate 53, concrete and the like as well as a design load of the column 52 is input for calculating a shearing stress and bending stress of the member 54, a support stress of the concrete, a rigidity ratio between the member 54 and the plate 53. Then, it is confirmed that those values are in an allowable range. Accordingly, the member 54 can be rationally designed with respect to the design load of the column increasing according to increase in the size of steel tower.

2. 发明专利

JP2000345571A CONSTRUCTING METHOD FOR FOUNDATION FOR STEEL TOWER 失效
公开(公告)号：JP2000345571A
公开(公告)日：2000-12-12
申请号：JP26776599
申请日：1999-09-21
申请人： TOKYO ELECTRIC POWER CO , MAEDA CONSTRUCTION
发明人： YOSHII YUKIO , TANABE SHIGERU , IIJIMA MASAYOSHI , YOKOZAWA KAZUO , MISHIMA TETSUYA
IPC分类号： E02D27/42
摘要： PROBLEM TO BE SOLVED: To largely improve the anchorage strength of the leg material of a large-sized steel tower and a ground. SOLUTION: In the reinforcing method of a steel-tower foundation in which a bearing plate 6 projected from a leg material 4 is installed for reinforcing the foundation section of the leg material 4 for the steel tower inserted into a ground and concrete is placed around the bearing plate 6 and the foundation is formed, an analytic model in which a reinforcing bar 5 is arranged so as to enclose the bearing plate 6 in the vicinity of the bearing plate 6 is prepared. The model is analyzed numerically and anchorage strength is evaluated, and the steel-tower foundation is constructed according to the analytic result.

3. 发明专利

JP2012172295A Reinforcement method of steel tower for power transmission 有权
标题翻译：用于发电的钢塔加固方法
公开(公告)号：JP2012172295A
公开(公告)日：2012-09-10
申请号：JP2011031730
申请日：2011-02-17
申请人： Tokyo Electric Power Co Inc:The , 東京電力株式会社
发明人： WADA SHUJI , TAKEISHI HIROYUKI , TANABE SHIGERU , MORI YOSHIKI
IPC分类号： E02D27/42 , E02D27/48 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To prevent a steel tower for power transmission installed in a mountain region from being broken or brought down by slope collapse caused by an earthquake or concentrated torrential rainfall or the like, and to simultaneously reinforce a foundation and a steel tower just by a construction inside a landed property.SOLUTION: In a reinforcement method of a steel tower 1 for power transmission, which is built in a mountain region and comprises a steel tower truss 2 and four inverse T shape foundations 3A-3D supporting the steel tower truss 2, a caisson type pile foundation 5 is built inside a landed property where the steel tower 1 for power transmission is built, inside an area surrounded by the four inverse T shape foundations for instance, and reinforcement steel materials 6, 6... connecting the caisson type pile foundation 5 and the steel tower truss 2 are provided.
摘要翻译：要解决的问题：为了防止安装在山区的动力传输钢塔被地震或集中暴雨等引起的边坡塌陷或破坏，同时加强基础和钢塔只是通过在地产的建筑物。解决方案：在用于动力传递的钢塔1的加固方法中，其构建在山区，并且包括钢塔架桁架2和支撑钢桁架2的四个倒T形基座3A-3D，沉箱在建造用于动力传输的钢塔1的地面建筑中，在由四个倒T形基座围绕的区域内，以及连接沉箱式桩的加强钢材料6,6 基础5和钢塔桁架2。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2008237116A Method for enhancing germination of gramineae plant seed 有权
标题翻译：增加植物种子发芽的方法
公开(公告)号：JP2008237116A
公开(公告)日：2008-10-09
申请号：JP2007082875
申请日：2007-03-27
申请人： Tokyo Electric Power Co Inc:The , Toshoku:Kk , 東京電力株式会社 , 株式会社東植
发明人： NAKAGAWA TAKAHIRO , TAKAMATSU SUSUMU , TANABE SHIGERU , OTSUBO TSUNEMI
IPC分类号： A01G7/00 , A01C1/00 , A01G1/00
摘要： PROBLEM TO BE SOLVED: To provide a method for enhancing germination of gramineae plant seeds enabling improvement in a germination ratio and early germination of seeds of grass plants such as pampas grass in particular, to grow pampas grass seedlings so as to reduce labor coming along with transplantation of pampas grass root stocks.
SOLUTION: The method for enhancing germination of gramineae plant seeds sows gramineae plant seeds in culture media mixed with fermentative bacteria and water-retaining material and enhances germination of the seeds by irradiating the seeds with red light. The germinated and grown young seedlings grow them by transplanting and the slope is greened by transplanting the raised seedlings on a cut slope or a mound slope.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：待解决的问题：提供一种提高禾本科植物种子萌发的方法，能够提高草坪植物如as草种子的发芽率和种子的早期发芽，以种植蒲苇草苗以减少劳动随着潘帕斯草根植物的移植。解决方案：增加禾本科植物种子萌发的方法，在与发酵菌和保水材料混合的培养基中播种禾本科植物种子，并通过用红光照射种子来增强种子的发芽。发芽和种植的幼苗通过移栽种植它们，并通过在斜坡或土丘坡上移栽升高的幼苗将坡坡绿化。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2008208634A Power transmission steel tower reinforcing method 有权
标题翻译：电力传输钢塔增强方法
公开(公告)号：JP2008208634A
公开(公告)日：2008-09-11
申请号：JP2007046978
申请日：2007-02-27
申请人： Tokyo Electric Power Co Inc:The , 東京電力株式会社
发明人： WADA SHUJI , TANABE SHIGERU , TAKEISHI HIROYUKI
IPC分类号： E02D27/42 , E04H12/10
摘要： PROBLEM TO BE SOLVED: To provide a power transmission steel tower reinforcing method which is implemented by easing and releasing a stress of a support member, occurring due to differential settlement of a foundation of a power transmission steel tower.
SOLUTION: The power transmission steel tower reinforcing method is composed of the following steps. In the steel tower support step, the support member 1 of the power transmission steel tower is temporarily supported by a support steel 3 via a jack 4. In the support member cutting step, upper end concrete of a power transmission steel tower foundation 2 is removed to expose the internal support member 1, and thereafter an arbitrary location of the exposed support member 1 is set as a cutting scheduled location. Then a bearing plate 5 is secured to upper and lower areas of the support member 1, and the support member 1 is cut at the cutting scheduled location. In the concrete placing step, a plurality of axial force reinforcements 6 are arranged around the support member 1 inclusive of the cut portion, almost in parallel with the support member 1, and spirally arranging a spiral reinforcement 7 along a circumferential direction of the support member 1 so as to enclose a group of the axial force reinforcements. Thereafter a form 8 is set on an external peripheral side of the spiral reinforcement, and the concrete is placed so as to continue to the power transmission steel tower foundation 2 while the cut support member is kept dislocated.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过缓和和释放由于输电钢塔的基座的不同沉降而发生的支撑构件的应力而实现的动力传输钢塔增强方法。
解决方案：输电钢塔增强方法由以下步骤组成。在钢塔支撑工序中，动力传输钢塔的支撑构件1经由千斤顶4暂时由支撑钢3支撑。在支撑构件切割步骤中，移除输送钢塔架基座2的上端混凝土露出支撑构件1，此后露出的支承构件1的任意位置被设定为切割预定位置。然后将支承板5固定到支撑构件1的上部和下部区域，并且在切割预定位置处切割支撑构件1。在混凝土浇注步骤中，多个轴向力增强件6围绕支撑构件1设置，包括切割部分，几乎与支撑构件1平行，并沿着支撑构件的圆周方向螺旋地设置螺旋加强件7 以便包围一组轴向力增强件。此后，在螺旋加强件的外周侧设置有形状8，并且在切割支撑构件保持脱位的同时，将混凝土放置成继续输送到输送塔钢塔底座2。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2006083641A Foundation structure of steel tower 有权
标题翻译：钢结构基础结构
公开(公告)号：JP2006083641A
公开(公告)日：2006-03-30
申请号：JP2004271161
申请日：2004-09-17
申请人： Tokyo Electric Power Co Inc:The , 東京電力株式会社
发明人： TANABE SHIGERU , MATSUO SATOSHI , YOSHIMOTO MASAHIRO
IPC分类号： E02D27/42 , E02D5/28 , E02D27/12
CPC分类号： E02D27/42 , E02D5/28 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a foundation structure of a steel tower enabling a reduction in construction time, excavated quantity, and placed volume of concrete by reducing the size of a foundation in a foundation structure type in which a plurality of piles with a rather small diameter are installed in the ground.
SOLUTION: In this foundation structure of the steel tower, the plurality of piles 1, 1, ... driven in the ground are joined to the main pedestals 2 of the steel tower through concrete structures 3. The concrete structure 3 is built by placing the concrete 6 in a steel tube 5 vertically having multiple stages of displacement prevention ribs 4, 4, ... fixedly installed along the circumferential direction. The top parts of the plurality of piles 1, 1, ... driven into the ground are joined to the lower sides of the concrete structures 3, multiple stages of bearing plates 7, 7, ... are installed on the lower outer surfaces of the steel tower main pedestals 2, and main pedestal portions K in which the bearing plates 7, 7, ... are disposed are buried in the concrete structures 3.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种钢塔的基础结构，其能够通过减小基础结构类型中的基础的尺寸来减少施工时间，挖掘量和混凝土的放置体积，其中多个桩在地面上安装了相当小的直径。解决方案：在钢塔的基础结构中，在地面上驱动的多个桩1,1 ...通过混凝土结构3连接到钢塔的主底座2.混凝土结构3是通过将混凝土6垂直放置在具有沿着圆周方向固定安装的多个位移防止肋4,4，...的钢管5中而构成。驱动进入地面的多个桩1,1,1的顶部与混凝土结构3的下侧相连接，多个承载板7,7，...安装在下部外表面的钢塔主基座2和设置有支承板7,7，...的主基座部分K埋在混凝土结构3中。（C）版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2004285721A Power transmission steel tower foundation using small anchor material 有权
公开(公告)号：JP2004285721A
公开(公告)日：2004-10-14
申请号：JP2003079934
申请日：2003-03-24
申请人： Maeda Corp , Tokyo Electric Power Co Inc:The , Tokyo Electric Power Services Co Ltd , 前田建設工業株式会社 , 東京電力株式会社 , 東電設計株式会社
发明人： TANABE SHIGERU , KOMIYAMA SHIGEKI , OURA ATSUSHI , SAITO SHUICHI , MISHIMA TETSUYA , OBARA TAKAYUKI
IPC分类号： E02D27/42
摘要： PROBLEM TO BE SOLVED: To provide a power transmission steel tower foundation using a small anchor material, facilitating construction and structural design of the steel tower foundation, and reducing the foundation.
SOLUTION: In this power transmission steel tower foundation, anchor materials 4 are radially projected through a mounting plate in the periphery of a leg material supporting the steel tower, and the leg material is buried in the foundation concrete. The tips of the anchor materials are disposed in the position near the edge part of the mounting plate 3 and reduced in size, whereby the anchor materials can be disposed inside a reinforcement cage such as a pile main reinforcement to prevent increase in width of the foundation floor system and width of a site. Thus, the earth work amount can be reduced. Further, the reduction of size can facilitate arrangement of reinforcement inside the concrete floor system and installation work for the leg material, and improve executability of work.
COPYRIGHT: (C)2005,JPO&NCIPI

8. 发明专利

JP2001355253A METHOD AND DEVICE FOR ACTING HORIZONTAL FORCE ON FOUNDATION STRUCTURE 失效
公开(公告)号：JP2001355253A
公开(公告)日：2001-12-26
申请号：JP2000175637
申请日：2000-06-12
申请人： TOKYO ELECTRIC POWER CO , CHUBU ELECTRIC POWER , TEKKU C KK , SHIRAISHI CORP
发明人： TANABE SHIGERU , MATSUO SATOSHI , IKEDA SEITA , KUNO TAKENORI , KATO TAKESHI , KOYAKE TOMOYUKI
IPC分类号： E02D33/00 , G01M5/00
摘要： PROBLEM TO BE SOLVED: To provide a horizontal force acting device for surely acting a horizontal force on a foundation structure. SOLUTION: In this horizontal force acting device a horizontal force jack 3 is disposed between a test body 1a for caisson type pile foundation or a foundation structure 1 such as a caisson type pile foundation and a reaction bearing wall body 2 so that a horizontal force can be applied to the foundation structure 1 by extending the horizontal force jack 3 to press it against the foundation structure 1. The horizontal force jack 3 is disposed horizontally so that a jack reaction is taken on a reaction bearing body 2, a bearing member 5 with low coefficient of friction such as a roller bearing 4 is provided between the horizontal force jack 3 and the foundation structure 1, and a vertical jack 4 acting so as to cancel an upward force acting on the horizontal force jack 3 by the inclination of the foundation structure 1 by the extension of the horizontal force jack 3 is installed on the foundation structure 1 side.

9. 发明专利

JP2013217840A Method for measuring stress of reinforcement 有权
标题翻译：测量加固应力的方法
公开(公告)号：JP2013217840A
公开(公告)日：2013-10-24
申请号：JP2012090159
申请日：2012-04-11
申请人： Tokyo Electric Power Co Inc:The , 東京電力株式会社 , Tokyo Densetsu Service Kk , 東京電設サービス株式会社
发明人： TANABE SHIGERU , NAKAJIMA AKIRA , WADA YOSHIFUMI , SANO MASAKI , TAKANASHI SHINSEI
IPC分类号： G01L1/00
摘要： PROBLEM TO BE SOLVED: To provide a technique capable of accurately determining an original stress state caused by adhesion between concrete and a reinforcement.SOLUTION: A method for measuring a stress of reinforcements in a reinforced concrete structure includes: an installation step of exposing a part of a reinforcement subject to a measurement of the reinforced concrete structure and installing a strain gauge; a cutting step of cutting the reinforcement; a removal step of gradually removing adhesion between the reinforcement and the concrete; and a measurement step of measuring, with the strain gauge, a strain of the reinforcement under a process where the adhesion is gradually removed in the removal step.
摘要翻译：要解决的问题：提供一种能够精确地确定由混凝土和加强件之间的粘合引起的原始应力状态的技术。解决方案：一种用于测量钢筋混凝土结构中的加强件的应力的方法，包括：安装步骤，的钢筋经受钢筋混凝土结构的测量并安装应变片; 切割加强件的切割步骤; 逐渐去除钢筋和混凝土之间的粘结的去除步骤; 以及测量步骤，用应变计测量在去除步骤中逐渐去除粘附的过程下的增强应变。

10. 发明专利

JP2010203127A Construction method for steel tower foundation 有权
标题翻译：钢塔基础施工方法
公开(公告)号：JP2010203127A
公开(公告)日：2010-09-16
申请号：JP2009049075
申请日：2009-03-03
申请人： Tokyo Electric Power Co Inc:The , 東京電力株式会社
发明人： WADA SHUJI , TAKEISHI HIROYUKI , TANABE SHIGERU
IPC分类号： E02D27/00 , E02D27/32
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a steel tower foundation for efficiently constructing the steel tower foundation having a base part of a main leg column of a steel tower buried in a head part of a concrete pile body placed in the ground.
SOLUTION: This construction method for the steel tower foundation comprises a first process for excavating the ground, then assembling leg column reinforcing bars 4 in a reinforced cage 5 for pile body, inserting the integrally assembled reinforced cage constituted by winding a mesh form 24 around an outer peripheral face of the leg column reinforcing bar 4, and placing concrete 20 up to substantially the installation height of the main leg column 3 while a casing is installed, a second process for installing an upper lid on an upper part of the leg column reinforcing bar 4, a third process for placing concrete 23 in a space between the leg column reinforcing bar 4 and the casing 12 and removing the casing 12, a fourth process for removing the upper lid and installing the basic part of the main leg column 3 in a space of the leg column reinforcing bar 4, and a fifth process for placing concrete 26 in the space in the leg column reinforcing bar 4.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：解决的问题：提供一种用于有效地构造钢塔架基座的施工方法，所述钢塔基座具有埋设在放置在混凝土桩体的头部的钢塔的主支柱的基部地面。解决方案：这种钢塔基础的施工方法包括第一种挖掘地面的方法，然后将桩柱钢筋4组装在用于桩体的加强笼5中，将通过卷绕网格形式构成的整体组装的增强型保持架 24，并且在安装壳体的同时将混凝土20放置到主支柱3的大致安装高度，将第二工序安装在上部的上部腿柱钢筋4，将混凝土23放置在腿柱钢筋4和壳体12之间的空间中并移除壳体12的第三工序，去除上盖并安装主腿部的基本部分的第四工序在柱支柱钢筋4的空间中的柱3，以及将混凝土26放置在腿柱钢筋4的空间中的第五工序。（C）2010，JPO＆INPIT

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