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1. 发明专利

JP2005299173A Aseismatic structure of towering construction 审中-公开
标题翻译：建筑施工质量结构
公开(公告)号：JP2005299173A
公开(公告)日：2005-10-27
申请号：JP2004115511
申请日：2004-04-09
申请人： Chubu Electric Power Co Inc , Taisei Corp , 中部電力株式会社 , 大成建設株式会社
发明人： SHINOZAKI YOZO , FUJIYAMA JUNJI , SUGIMOTO YASUO , OKOCHI YASUO , HIRAKI TAKAFUMI
IPC分类号： E04H9/02 , E04H9/14 , E04H12/00 , F16F15/02 , F16F15/023 , F16F15/06
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic structure of a suitable towering construction capable of reducing an answering value of a damping member without being required for any wide installation space when a TMD is installed and being specially applied to earthquake resisting reinforcement to the existing towering construction as well as such a case that it is accordingly applied to a newly constructed towering constrution. SOLUTION: The aseismatic structure of the towering construction installing the TMD having a weight 2 and the damping member 4 buffering relative displacement of the weight 2 to the steel tower (towering construction)1 is so constituted that the weight 2 is suspended from the steel tower as a pendulum and, at the same time, that the damping member 4 is installed in the direction inclined to the horizontal direction between the weight 2 and the steel tower 1. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种适当的高架构造的抗震结构，其能够在安装TMD并且被特别应用于抗震加固时能够减小阻尼构件的应答值而不需要任何宽的安装空间现有的高耸建筑以及相应的应用于新建的高耸建筑物的情况。解决方案：安装具有重物2的TMD的高耸结构和缓冲构件4的缓冲结构缓冲重物2相对于钢塔（高耸构造）1的相对位移的构造，使得重物2从钢塔作为摆锤，同时阻尼构件4沿重力2与钢塔1之间的水平方向倾斜的方向安装。（C）2006年，JPO和NCIPI

2. 发明专利

JP2006028902A Earthquake resistant reinforcing structure of existing steel tower 有权
标题翻译：现有钢结构的抗震强化结构
公开(公告)号：JP2006028902A
公开(公告)日：2006-02-02
申请号：JP2004209745
申请日：2004-07-16
申请人： Chubu Electric Power Co Inc , Nippon Steel Corp , 中部電力株式会社 , 新日本製鐵株式会社
发明人： SUZUKI KAZUSADA , TAKEUCHI TORU , SUGIMOTO YASUO , OKOCHI YASUO
IPC分类号： E04H12/10 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake resistant reinforcing structure of the existing steel tower necessary to only raise buckling proof stress.
SOLUTION: In the earth resistant reinforcing structure of the existing steel tower, an adhesion preventive coat 11 preventing the adhesion of mortar or concrete over the outside in the longitudinal direction of a steel-made closed section members 4 or steel-made L-shaped section members comprised of the steel tower 1, and cylindrical buckling restrained members 10 constituted by connecting a plurality of split type buckling restrained pieces 12 to each other are arranged to the outside of the steel-made closed section members 4 or the L-shaped section members forming the adhesion preventive coat 11 so as to surround them and, at the same time, the mortar or the concrete is filled/solidified between the adhesion preventive coat 11 and the cylindrical buckling restrained members 10. Short local section buckling prevention reinforcing members 7 opposite at an interval in the longitudinal direction of the steel-made closed section members 4 or the L-shaped section members are fixed, at the same time, the adhesion preventive coat 11 is provided, the cylindrical buckling restrained members 10 are arranged so as to surround them, and the mortar or the concrete 5 is filled/solidified between the adhesion preventive coat 11 and the cylindrical buckling restrained members 10.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供现有钢塔的抗震加固结构，只能提高抗弯强度。解决方案：在现有钢塔的防土加固结构中，防止灰浆或混凝土在钢制封闭部件4或钢制L的长度方向上的外侧附着的防粘连层11 由钢塔1构成的截面构件和通过将多个分割型屈曲限制件12彼此连接而构成的圆柱形弯曲限制构件10布置在钢制封闭区段构件4或L- 形成防粘连涂层11以便包围它们并且同时在防粘连涂层11和圆柱形弯曲限制件10之间填充/固化砂浆或混凝土的截面部件。短的局部部分抗弯强度增强在钢制封闭部件4或L形部件的长度方向上相对的构件7固定在同时，设置防粘连涂层11，圆柱形弯曲限制构件10被布置成围绕它们，并且砂浆或混凝土5在防粘连涂层11和圆柱形弯曲限制构件10之间填充/固化（C）2006年，JPO＆NCIPI

3. 发明专利

JP2007332549A Reinforcement method for steel structural member 有权
标题翻译：钢结构件加固方法
公开(公告)号：JP2007332549A
公开(公告)日：2007-12-27
申请号：JP2006162260
申请日：2006-06-12
申请人： Chubu Electric Power Co Inc , Nagoya Institute Of Technology , Tomoe Corp , 中部電力株式会社 , 国立大学法人名古屋工業大学 , 株式会社巴コーポレーション
发明人： SUGIMOTO YASUO , OKOCHI YASUO , ONO TETSUO , SATO TOKUJI , ISHIDA MICHIHIRO , AWASHIMA TAKEHIRO
IPC分类号： E04C3/04 , E04B1/24 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To surely improve the yield strength of an existing member by fitting a reinforcing material to an existing material without a bolt even when the existing member has an attachment such as a step bolt and also by surely fixing the reinforcing material to the existing member regardless of coating or zinc plating in reinforcing the existing member of a truss structure such as a steel tower with a reinforcing material. SOLUTION: A reinforcing steel material 3 as a reinforcing material is attached to an angle steel existing member 1 so that the opening ends of a pair of flanges 1a, 1a of the member 1 are closed to form a closed section, and a high-strength fiber sheet 4 made of polyester fiber or carbon fiber is wound round the outer surface of the angle steel existing member 1 and the outer surface of the reinforcing steel material 3 while being bonded thereto with an adhesive, thereby fixing the angle steel existing member 1 and the reinforcing steel material 3. When compressive force is applied to a post material, the compressive force is not applied directly to the reinforcing material 3, but the reinforcing material 3 acts as a stiffener to restrain buckling so that yield strength can be improved. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：即使当现有构件具有诸如步进螺栓的附接件并且还可靠地固定加强件时，通过将加强材料配合到现有材料而无需螺栓，可靠地提高现有构件的屈服强度材料到现有的构件，而不管涂层或镀锌是如何加强现有的桁架结构的构件，例如具有增强材料的钢塔。解决方案：作为增强材料的加强钢材3附接到角钢现有件1，使得构件1的一对凸缘1a，1a的开口端被封闭以形成封闭区域，并且将由聚酯纤维或碳纤维制成的高强度纤维片4缠绕在角钢现有件1的外表面和加强钢材3的外表面上，同时用粘合剂粘结在其上，从而固定现有的角钢构件1和加强钢材3.当向后部材料施加压缩力时，不将压缩力直接施加到增强材料3，但是增强材料3用作加强件以抑制屈曲，使屈服强度可以改进。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2012152685A Method of prolonging service life of lining material 审中-公开
标题翻译：延长内衬材料使用寿命的方法
公开(公告)号：JP2012152685A
公开(公告)日：2012-08-16
申请号：JP2011013040
申请日：2011-01-25
申请人： Chubu Electric Power Co Inc , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 三菱重工鉄構エンジニアリング株式会社 , 中部電力株式会社
发明人： IWASAKI KENJI , YOSHIYAMA TAKASHI , OKUBO HIROMITSU , OKOCHI YASUO , KANAYAMA HARUYUKI
IPC分类号： B05D7/14 , B05D7/00 , C23G1/24
摘要： PROBLEM TO BE SOLVED: To provide a method of prolonging service life of lining material capable of extending timing of rebuilding the lining material and allowing the rebuilding work to be performed in a short time at low cost.SOLUTION: In this method of prolonging service life of lining material, high-pressure water or high-pressure air is used for a deteriorated part 13 of a surface vulnerable layer at a rebuilding timing of the cement-based lining material 12 constructed on a flue inner surface comprising a pipe body steel plate 10 such as a carbon steel pipe to peel and remove the same. A pore-sealing treatment layer 15 is then formed in advance on the surface of the peeled lining material 12 to perform pore-sealing treatment. Epoxy resin-based resin coating material is then applied to form an epoxy resin-based resin coating film 16.
摘要翻译：要解决的问题：提供一种能够延长衬里材料的使用寿命的方法，其能够延长重建衬里材料的时间，并允许以低成本在短时间内进行重建工作。解决方案：在延长衬里材料使用寿命的这种方法中，高压水或高压空气用于在构成的水泥基衬里材料12的重建时刻的表面脆弱层的劣化部分13 在包含碳钢管等管体钢板10的烟道内表面上剥离除去。然后在剥离的衬里材料12的表面上预先形成孔密封处理层15，进行孔密封处理。然后涂布环氧树脂基树脂涂料以形成环氧树脂基树脂涂膜16.版权所有（C）2012，JPO＆INPIT

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