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1. 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

2. 发明专利

JP2014047581A Steel tower foundation structure, and method for reinforcing steel tower foundation 有权
标题翻译：钢结构基础结构和钢筋混凝土基础加固方法
公开(公告)号：JP2014047581A
公开(公告)日：2014-03-17
申请号：JP2012193194
申请日：2012-09-03
申请人： Tokyo Electric Power Co Inc:The , 東京電力株式会社
发明人： WADA SHUJI , KAWAMURA NAOAKI , TANABE SHIGERU , TAKEISHI HIROYUKI , SUGIMOTO TAKEYASU
IPC分类号： E02D27/42 , E02D27/38 , E04H12/10
摘要： PROBLEM TO BE SOLVED: To provide a new technique for suppressing displacements of a steel tower foundation.SOLUTION: A steel tower foundation structure includes a foundation for supporting a leg of a steel tower, and a flat plate-like mat foundation that is provided on the periphery of an upper part of the foundation. A clearance is formed between the foundation and the mat foundation. The mat foundation can subside independently of the foundation, and can suppress displacements in directions except a vertical direction, among the displacements of the foundation.
摘要翻译：要解决的问题：提供一种用于抑制钢塔基座位移的新技术。解决方案：一种钢塔基础结构，包括用于支撑钢塔的支脚的基座和设置在钢塔架上的平板状垫基座基础上部的周边。在基础和垫子基础之间形成间隙。垫子基础可以独立于基础，可以抑制基础位移之外的垂直方向以外的方向的位移。

3. 发明专利

JP2008105339A Bore wall roughening apparatus and method 有权
标题翻译：孔壁粗化装置和方法
公开(公告)号：JP2008105339A
公开(公告)日：2008-05-08
申请号：JP2006292326
申请日：2006-10-27
申请人： Koken Boring Mach Co Ltd , Tokyo Electric Power Co Inc:The , 東京電力株式会社 , 鉱研工業株式会社
发明人： WADA SHUJI , TAKEISHI HIROYUKI , TANABE SHIGERU , KIMURA ATSUSHI , ODA SHUICHI
IPC分类号： B28D1/14
摘要： PROBLEM TO BE SOLVED: To provide a technique of enhancing the adhesion durability of a bore wall to an extent of maximum adhesion strength by deepening a depth of roughness at about several centimeters, enabling light weight and compactness of an apparatus, considering so as not to cause a rotation wobbling, and also securing the accuracy of the roughness more than the conventional accuracy thereof.
SOLUTION: This apparatus comprises a rod 2 inserted into a drilled hole 1, a driving means 3 for rotationally driving the rod around its axis, a lifting means 4 for lifting to move the rod in its axial direction, and a roughening means 5 provided at the tip end part of the rod. The roughening means comprises two hydrostatic pistons relatively disposed along the diameter direction of the hole, a holding member for holding the fluid pressure piston at the tip end part of the rod, a roller bit provided on the piston rod of the fluid pressure piston, drilling the wall face of the hole by the rotation of the rod and causing the roughness, and a plurality of guide rollers provided on the holding member and rolling along the inner circumference face of the hole with the rotation of the rod.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种技术，通过加深约几厘米的粗糙度深度来提高孔壁的粘附耐久性，达到最大粘合强度的程度，从而使得设备的重量轻和紧凑性得到了考虑不会引起旋转摆动，并且还比常规的精度确保粗糙度的精度。解决方案：该装置包括插入到钻孔1中的杆2，用于围绕其轴线旋转地驱动杆的驱动装置3，用于提升杆沿轴向移动的提升装置4和粗糙装置 5设置在杆的末端部分。粗化装置包括沿着孔的直径方向相对设置的两个静压活塞，用于将流体压力活塞保持在杆的末端部分的保持构件，设置在流体压力活塞的活塞杆上的滚子钻头，钻孔孔的壁面通过杆的旋转而引起粗糙度，并且多个引导辊设置在保持构件上并随着杆的旋转而沿孔的内周面滚动。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2007255062A Boring device, boring method, and construction method of pile 有权
标题翻译：钻孔装置，钻孔方法和桩的构造方法
公开(公告)号：JP2007255062A
公开(公告)日：2007-10-04
申请号：JP2006080928
申请日：2006-03-23
申请人： Daiichi Cutter Kogyo Kk , Piece Diamond Kogyo Kk , Tokyo Electric Power Co Inc:The , ピースダイヤモンド工業株式会社 , 東京電力株式会社 , 第一カッター興業株式会社
发明人： ADACHI AKIRA , MEGURO MASA , TANABE SHIGERU , WADA SHUJI , TAKEISHI HIROYUKI
IPC分类号： E21B21/14 , E02D7/00 , E21B10/48
摘要： PROBLEM TO BE SOLVED: To provide a lightweight/compact boring device applicable to every geology containing obstacles such as steel and capable of ensuring construction accuracy more than a conventional one, and to provide a boring method and a construction method of a pile.
SOLUTION: The boring device for boring the ground while feeding bubbles 4a into a boring tube 1 comprises a driving means 2 for rotating the boring tube around its axis; a lifting means 3 for vertically moving the boring tube in its axial direction; a bubble feeding means 4 for feeding bubbles into the boring tube; and a pressure control means 5 for controlling pressure in the boring tube with the bubbles. The boring tube comprises a single casing tube 11 rotated by the driving means, and a diamond bit 7 provided at the tip part of the single casing tube.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种适用于包含诸如钢之类的障碍物的每个地质学的轻量/紧凑的钻孔装置，并且能够比常规的确保施工精度，并提供桩的钻孔方法和施工方法。解决方案：用于在将气泡4a进入镗管1的过程中钻孔的钻孔装置包括用于使镗管绕其轴线旋转的驱动装置2; 用于使镗管沿其轴向垂直移动的提升装置3; 用于将气泡进入钻孔的气泡供给装置4; 以及用于利用气泡来控制钻孔中的压力的压力控制装置5。该钻孔管包括由驱动装置旋转的单个套筒管11和设置在单个套管的顶端处的金刚石钻头7。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2012148462A Cutting device, and construction method using the cutting device 有权
标题翻译：切割装置和使用切割装置的构造方法
公开(公告)号：JP2012148462A
公开(公告)日：2012-08-09
申请号：JP2011008427
申请日：2011-01-19
申请人： Nittoc Constr Co Ltd , Tokyo Electric Power Co Inc:The , 日特建設株式会社 , 東京電力株式会社
发明人： WADA SHUJI , TANABE SEI , TAKEISHI HIROYUKI , YADA TETSUYA , UESUGI YOSHITAKA
IPC分类号： B28D1/14
摘要： PROBLEM TO BE SOLVED: To provide a cutting device which can be used without the least risk about breaking a tip and applied for texture roughing operation, without changing the type of the device, even to a plurality of different kinds of inside diameter sizes of reinforcing bar insertion holes which are cut open in a concrete flooring, as well as a construction method using the cutting device.SOLUTION: This cutting device includes a bit (2) with the tip (3) arranged at the apex, a shaft part (SH) connected with the underground side end part of a rod (Rd), and a flat plate member (1) fixedly attached to the shaft part (SH). The bit (2) is positioned inside in the radial direction (reduced diameter state) when the rod (Rd) is not rotating, and turns centering around a rotary shaft (4) to arrange the end part where the tip (3) to be positioned outside in the radial direction when the rod (Rd) is rotating at more than a preset number of rotation (e.g., 300 rpm).
摘要翻译：要解决的问题：为了提供一种切割装置，即使在不改变装置的类型的情况下，也可以使用不会损坏尖端并且用于纹理粗加工操作的风险，即使是多种不同种类的内径在混凝土地板中切断的钢筋插入孔的尺寸以及使用该切割装置的构造方法。解决方案：该切割装置包括：尖端（3）布置在顶点的钻头（2），与杆（Rd）的地下侧端部连接的轴部（SH），以及平板构件（1）固定在轴部（SH）上。当杆（Rd）不旋转时，钻头（2）位于径向（减径状态）的内侧，并且以旋转轴（4）为中心，将尖端（3）的端部当杆（Rd）以大于预定旋转数（例如，300rpm）旋转时，位于径向外侧。版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2011106147A Structure and method for reinforcing steel tower foundation 有权
标题翻译：钢结构加固结构与方法
公开(公告)号：JP2011106147A
公开(公告)日：2011-06-02
申请号：JP2009261451
申请日：2009-11-17
申请人： Tokyo Electric Power Co Inc:The , 東京電力株式会社
发明人： WADA SHUJI , TAKEISHI HIROYUKI , OKABE TOYOJI
IPC分类号： E02D27/42 , E02D37/00
摘要： PROBLEM TO BE SOLVED: To provide reinforcing structure of a steel tower foundation, which secures effective height in a simple construction without increasing the thickness of the floor slab of the steel tower foundation.
SOLUTION: A bar-shaped reinforcing steel member 4 fitted with a pressure-receiving plate 3 serving as a pressure-receiving part at its lowest end, is inserted into a plurality of bottomed holes 2 drilled in the substantially vertical direction from the upper face side of an existing steel tower foundation 1 and not penetrating through the steel tower foundation, with the upper end of the reinforcing steel member slightly projecting above the upper face of the steel tower foundation 1. Mortar or resin grout material 5 is filled into the holes 2, and a pressure-receiving plate 6 is fitted to the upper end at every bar-shaped reinforcing steel member 4, the reinforcing steel member 4 is introduced with a tensile strength to be fixed using the upper face of the steel tower foundation 1 as a pressure-supporting face.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供钢塔基础的加固结构，其在简单的结构中确保有效的高度，而不增加钢塔基础的地板厚度。解决方案：在其最下端安装有用作压力接收部分的受压板3的棒状加强钢构件4被插入从大致垂直方向钻出的多个有底孔2中现有钢塔架基座1的上表面，并且不穿透钢塔基座，钢筋构件的上端稍微突出在钢塔基座1的上表面上方。砂浆或树脂灌浆材料5被填充孔2和压力接收板6在每个棒状加强钢构件4的上端安装，加强钢构件4以钢塔架基座的上表面引入固定的拉伸强度 1作为压力支撑面。版权所有（C）2011，JPO＆INPIT

7. 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

8. 发明专利

JP2010203126A 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：JP2010203126A
公开(公告)日：2010-09-16
申请号：JP2009049073
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： E02D27/42 , E02D27/00 , E02D27/12 , E04H12/08 , E04H12/22
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 into 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, inserting a reinforcing cage 5 for the pile body assembled with leg column reinforcing bars 4, and placing concrete up to substantially the installation height of the main leg column 3 while a casing 12 is installed, a second process for installing an air bag type hollow form 24 in the inside of the leg column reinforcing bar 4, a third process for placing concrete 29 in a space between the air bag type hollow form 24 and the casing 12 and removing the casing 12, a fourth process for discharging air in the air bag type hollow form 24, removing the air bag type hollow form 24, and installing the base part of the main leg column 3 in the space, and a fifth process for placing concrete 18 in the space formed after removing the air bag type hollow form.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于有效地构造钢塔架基座的施工方法，该钢塔基础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：该钢塔基础的施工方法包括：第一种挖掘地面的方法，将与桩柱钢筋4组装的桩身插入加固笼5，并将混凝土置于基本上安装高度的位置主支柱3，同时安装壳体12，将气囊型中空模24安装在腿柱钢筋4的内部的第二工序，将混凝土29放置在气囊型中空部形式24和壳体12，并且移除壳体12，用于排出气囊型中空模24中的空气的第四过程，去除气囊型中空模24，以及将主支柱3的基部安装在空间以及将混凝土18放置在除去气囊型中空形状后形成的空间的第五工序。版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2007255061A Porous wall roughening device and porous wall roughening method 有权
标题翻译：多孔壁粗化装置和多孔壁粗糙方法
公开(公告)号：JP2007255061A
公开(公告)日：2007-10-04
申请号：JP2006080927
申请日：2006-03-23
申请人： Daiichi Cutter Kogyo Kk , Piece Diamond Kogyo Kk , Tokyo Electric Power Co Inc:The , ピースダイヤモンド工業株式会社 , 東京電力株式会社 , 第一カッター興業株式会社
发明人： ADACHI AKIRA , MEGURO MASA , TANABE SHIGERU , WADA SHUJI , TAKEISHI HIROYUKI
IPC分类号： E02D5/34 , E02D7/00
摘要： PROBLEM TO BE SOLVED: To provide a porous wall roughening device and a porous wall roughening method, which improve the adhesion load-bearing capacity of a porous wall to the level of the maximum adhesion force which the wall surface originally has, realize weight reduction/miniaturization of the device, can be applied to all soil materials, and secure more execution accuracy than ever before.
SOLUTION: The porous wall roughening device is provided with: a drive motor 20; a disk-shaped roughening bit 20; an attitude-retaining member 30; a movement means 40; and a remote-control means 50 for the drive motor and the movement means. The drive motor 20 is inserted into a hole G1, and the roughening bit 20 attached to the output shaft 11 of the drive motor 20 performs roughening of the wall surface G2 of the hole by cutting it. Then the attitude-retaining member 30, which is arranged between the drive motor and the roughening bit, retains the attitude of the drive motor. The movement means 40 provided on the drive motor side performs relative movement of the drive motor to the attitude-retaining member in the radial direction of the hole.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供多孔壁粗糙化装置和多孔壁粗糙化方法，其将多孔壁的粘附承载力提高到最初具有的最大粘附力的水平，实现该设备减重/小型化，可应用于所有土壤材料，确保比以往任何时候更高的执行精度。解决方案：多孔壁粗糙化装置设有：驱动马达20; 圆盘形粗糙钻头20; 姿态保持构件30; 移动装置40; 以及用于驱动电动机和移动装置的遥控装置50。驱动马达20插入到孔G1中，并且安装在驱动马达20的输出轴11上的粗化钻头20通过切割孔而使孔的壁面G2粗糙化。然后，布置在驱动马达和粗糙钻头之间的姿态保持构件30保持驱动马达的姿态。设置在驱动电动机侧的移动装置40在孔的径向方向上执行驱动马达相对于姿态保持构件的相对移动。版权所有（C）2008，JPO＆INPIT

10. 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

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