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1. 发明专利

JP2008297749A Cofferdam construction method, cut-off structure, and cofferdam structure 有权
标题翻译： COFFERDAM建筑方法，切割结构和咖啡结构
公开(公告)号：JP2008297749A
公开(公告)日：2008-12-11
申请号：JP2007143136
申请日：2007-05-30
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Mutsubishi Rubber Co Ltd , Zenitaka Corp , 六菱ゴム株式会社 , 株式会社錢高組
发明人： TSUNODA KUNISUKE , HARADA NAOYUKI , SATO TSUNEO , YAMAGUCHI YOSHIKI , SUDO OSAMU , KIMURA SHIGEAKI , SUYA TAKASHI , KABURAGI KOICHI
IPC分类号： E02D19/04
摘要： PROBLEM TO BE SOLVED: To provide a cofferdam construction method at a great application water depth, and to reduce a work burden on a worker, and to shorten a construction period, by reducing diving operation steps, in the cofferdam construction method.
SOLUTION: A cut-off structure 30 has a constitution in which first and second annular elastic bodies 32 and 33 are arranged in a bolt-connected state in a supporting frame 31 arranged at the lower end of a cut-off wall 11. The first and second annular elastic bodies 32 and 33 in the state of being pressed against an anchoring surface of a footing 51 are deformed in such a shape that lower ends are crushed, so as to be brought into close contact with the anchoring surface of the footing 51. An injection pipe 14 communicating with a section from an upper end of the cut-off wall 11 to a lower end thereof is provided inside the cut-off wall 11. A filler is injected into a space 34 between the first and second annular elastic bodies 32 and 33 of the cut-off structure 30 on the lower end side of the cut-off wall 11, from the upper end side of the cut-off wall 11 via the injection pipe 14.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：在围堰施工方法中，通过减少潜水作业步骤，提供施工深度大的围堰施工方法，减轻工人的工作负担，缩短施工期间。解决方案：截止结构30具有这样的结构，其中第一和第二环形弹性体32和33在螺栓连接状态下布置在布置在截止壁11的下端的支撑框架31中第一和第二环状弹性体32,33被压靠在基脚51的固定面上的状态变形，使得下端被破碎，使其与锚固面51的固定面紧密接触底壁51设置在切断壁11的内部，与切断壁11的上端部分连通的喷射管14设置在切割壁11的内侧。将填料注入到第一和第截止壁11的下端侧的切断结构30的第二环状弹性体32和33经由喷射管14从切断壁11的上端侧开始。版权所有：（C）2009，JPO＆INPIT

2. 发明专利

JP2012067479A Road crossing tunnel for wild animal 审中-公开
标题翻译：道路交通工具用于野生动物
公开(公告)号：JP2012067479A
公开(公告)日：2012-04-05
申请号：JP2010211781
申请日：2010-09-22
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社
发明人： TSURUMI AKITOSHI , KIMURA SHIGEAKI , SUMIDA AKIRA , KAMAZAKI YUJI
IPC分类号： E21D9/14
摘要： PROBLEM TO BE SOLVED: To enable wild animals separately living in habitats divided by a road for cars into the habitats on both sides thereof to mutually move between the habitats without interfering traffic on the road for cars.SOLUTION: The present invention comprises: a tunnel running under a road for cars from an opening section provided on one side of the road for cars to the opening section provided on the other side thereof; a passage belt which is arranged along a longitudinal direction of the tunnel and elevated at a prescribed height from a bottom section inside the tunnel; a trestle which supports the passage belt from underneath thereof; and a space section made up of the bottom of the tunnel and the trestle. The tunnel is constructed by a structure body (such as a corrugated pipe) fabricated from segmented wavy steel plates.
摘要翻译：要解决的问题：使野生动物分别生活在栖息地除以汽车道路，进入其两侧的栖息地，以在栖息地之间相互移动，而不会妨碍道路上的汽车交通。解决方案：本发明包括：从设置在其另一侧的开口部的轿厢一侧的开口部的道路上行驶的隧道; 沿着隧道的纵向方向布置并从隧道内的底部部分以规定高度升高的通道带; 从下面支撑通道带的支架; 以及由隧道的底部和支架构成的空间部分。隧道由分段波浪形钢板制成的结构体（如波纹管）构成。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2014031706A Structure and method for inhibiting liquefaction damage 审中-公开
标题翻译：抑制液体损害的结构和方法
公开(公告)号：JP2014031706A
公开(公告)日：2014-02-20
申请号：JP2013140263
申请日：2013-07-04
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社
发明人： TSURUMI AKITOSHI , KIMURA SHIGEAKI
IPC分类号： E02D27/34 , E02D5/04
摘要： PROBLEM TO BE SOLVED: To make it possible to conduct work for liquefaction countermeasure in a narrow place between an existing structure such as an existing detached house and a neighboring house silently and at a low price.SOLUTION: A foundation 12 immediately below a structure 10 is continuously surrounded by a wall body 14 and a lower end 14a of the wall body 14 is in a liquefaction layer 12b of the foundation 12. The wall body 14 is pressed downward in the foundation 12 around the structure 10 so that the foundation immediately below the structure 10 is continuously surrounded by the wall body 14. The lower end 14a of the wall body 14 stays inside the liquefaction layer 12b of the foundation 12. Preferably the lower end 14a of the wall body 14 is located at 1/3 to 2/3 of the depth of the liquefaction layer 12b of the foundation 12. The structure 10 is preferably an existing structure such as an existing detached house. The wall body 14 is preferably a lightweight steel sheet pile.
摘要翻译：要解决的问题：使得可以在现有的结构如现有的独立式房屋和邻近的房屋之间的狭窄的地方进行液体对策的工作，默默地和低价地进行。解决方案：在结构10正下方的基础12 被壁体14连续包围，壁体14的下端14a位于基座12的液化层12b中。壁体14在基座12的周围被向下按压在结构10周围，使得基座紧紧地在下面结构体10被壁体14连续包围。壁体14的下端14a保持在基座12的液化层12b的内部。优选地，壁体14的下端14a位于1/3至2 基础12的液化层12b的深度的/ 3。结构10优选地是现有的结构，例如现有的独立式房屋。壁体14优选为轻质钢板桩。

4. 发明专利

JP2014009554A Soil retaining wall block, soil retaining wall, and construction method for the same 审中-公开
标题翻译：土壤保持墙块，土壤保持墙及其构造方法
公开(公告)号：JP2014009554A
公开(公告)日：2014-01-20
申请号：JP2012148678
申请日：2012-07-02
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社
发明人： KIMURA SHIGEAKI , YOSHIKAWA HIROYUKI , TSURUMI AKITOSHI , ASAI NOBUHIDE
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a soil retaining wall block including a filling material storage frame body having at least a front face frame body formed of a concrete plate and other face frame bodies each formed of at least one of a wavy steel plate and a concrete plate to produce high strength resulting in improved stability, which can be easily constructed without being restricted by the size and type of a filling material, to require a lower construction cost and achieve an excellent view, and to provide a soil retaining wall constructed by the soil retaining wall blocks and a construction method for the same.SOLUTION: The soil retaining wall block includes a filling material storage frame body 1, and a filling material 2 stored in the filling material storage frame body 1. The filling material storage frame body 1 has a front frame body 3, a back frame body 4, a left side frame body 5 and a right side frame body 6 assembled in a square shape. The front frame body 3 is formed of a concrete plate, and the back frame body 4, the left side frame body 5 and the right side frame body 6 are each formed of a liner plate.
摘要翻译：要解决的问题：提供一种土壤挡土墙块，其包括填充材料储存框架体，该填充材料储存框架主体至少具有由混凝土板和其它面框架体形成的至少一个前表面框架主体，每个框架体由波状钢板和混凝土板，以产生高强度，从而提高稳定性，其可以容易地构造而不受填充材料的尺寸和类型的限制，需要较低的施工成本和实现优异的视野，并且提供一种由挡土墙块及其施工方法。土壤挡土墙块包括填充材料储存框架体1和储存在填充材料储存框架体1中的填充材料2.填充材料储存框架体 1具有组装成正方形的前框体3，后框体4，左侧框架体5和右侧框体6。前框体3由混凝土板形成，后框体4，左侧框架体5和右侧框架体6均由衬板形成。

5. 发明专利

JP2011106190A Liner plate connection structure and liner plate connection structural body 有权
标题翻译：衬板连接结构和衬板连接结构体
公开(公告)号：JP2011106190A
公开(公告)日：2011-06-02
申请号：JP2009263531
申请日：2009-11-19
申请人： East Japan Railway Co , Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Tekken Constr Co Ltd , 東日本旅客鉄道株式会社 , 鉄建建設株式会社
发明人： ISHIBASHI TADAYOSHI , TANIGUCHI YOSHINORI , TAKEYA TSUTOMU , IKEMOTO HIROFUMI , HOSHIKAWA TSUTOMU , TAKAGI KEIICHIRO , TAKASAKI HIDEAKI , SUZUKI HIROYUKI , OTSUKA TAKAHITO , SAITO MASAHARU , MORIMOTO TAKEO , MIDOMARU MITSUYUKI , TAKASHIMA HIROYUKI , MACHINAGA TOSHIHIRO , HAYASHI IKUO , TAKEDA SHIGETSUGU , KURISU MOTOAKI , TSURUMI AKITOSHI , MORIMOTO ATSUO , KIMURA SHIGEAKI
IPC分类号： E21D5/10 , E21B7/20
摘要： PROBLEM TO BE SOLVED: To provide a liner plate connection structure enabling a general liner plate, the use of which is restricted depending on the size of a foundation pile, construction work method, working environment, or the like, to be used.
SOLUTION: An inner tightening liner plate is connected through a connection device. The connection device includes a pair of flange connection parts and a support part joining the pair of flange connection parts. Flange connection holes for tightening bolts are formed in the flange connection parts. The connection device is formed by connecting and fixing a pair of connection pieces. The connection piece includes a flange connection part and a support piece vertically extending from the edge or the front surface of the flange connection part. The flange connection part is configured so that the outer peripheral edge and the inner peripheral edge are positioned parallel to each other. The support piece comprises support piece connection holes for tightening bolts. In one of the support pieces, nuts are welded to the surface of the flange connection part on the inner peripheral edge side, and the support piece connection holes communicate with the nut holes.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够使用通用衬板的衬板连接结构，其使用根据使用的基础桩的尺寸，施工工作方法，工作环境等来限制。
解决方案：内部紧固衬板通过连接装置连接。连接装置包括一对法兰连接部和连接该对法兰连接部的支撑部。法兰连接部分形成用于紧固螺栓的法兰连接孔。连接装置通过连接和固定一对连接件而形成。连接件包括凸缘连接部和从凸缘连接部的边缘或前表面垂直延伸的支撑件。凸缘连接部被构造为使得外周边缘和内周边缘彼此平行地定位。支撑件包括用于紧固螺栓的支撑件连接孔。在一个支撑件中，螺母被焊接到内周边缘侧的法兰连接部的表面，并且支撑件连接孔与螺母孔连通。版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2014020096A Method for repairing wire pole and wire pole repaired by the same method 有权
标题翻译：用于修复由该方法修复的线和线的方法
公开(公告)号：JP2014020096A
公开(公告)日：2014-02-03
申请号：JP2012159388
申请日：2012-07-18
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社 , Jfe Metal Products & Engineering Inc , Jfe建材株式会社
发明人： OBA KOSHO , SUGITA KIYOTAKA , SUGAWARA MANABU , KODAMA AKIHIRO , KANEKO AKIRA , FUJIMOTO SATOSHI , OZAKI NOBUYUKI , TSURUMI AKITOSHI , KIMURA SHIGEAKI
IPC分类号： E04G23/02 , H02G1/02
摘要： PROBLEM TO BE SOLVED: To vertically repair a concrete wire pole erected at a narrow place without affecting surrounding structures or the operation of a train.SOLUTION: A above-ground lower part 10b of a concrete wire pole 10 is cylindrically surrounded by a plurality of steel pipe pieces 22, and the plurality of steel pipe pieces 22 are integrally connected by welding to form a foundation steel pipe pole 24. The foundation steel pipe pole 24 is vertically adjusted and held by a plurality of gap adjustment bolts 32 penetrated through and screwed into the foundation steel pipe pole 24, and mortar 34 is packed/hardened between the foundation steel pipe pole 24 and the above-ground lower part 10b of the wire pole 10. The wire pole 10 is cut/removed in the neighborhood of the upper edge of the foundation steel pipe pole 24, and a main steel pipe pole 38 is coaxially connected onto the upper part of the foundation steel pipe pole 24.
摘要翻译：要解决的问题：垂直修理在狭窄的地方竖立的混凝土线杆，而不影响火车的周围结构或操作。混凝土电线杆10的地上下部10b圆柱形地被多个钢管件22和多个钢管件22通过焊接一体连接，形成基础钢管杆24.基础钢管杆24由多个穿过并拧紧的间隙调节螺栓32进行垂直调节和保持进入基础钢管杆24，并且灰浆34在基础钢管极24和线极10的上部地下部10b之间被填充/硬化。线极10在上部附近被切割/去除基础钢管杆24的边缘，主钢管柱38同轴连接在基础钢管柱24的上部。

7. 发明专利

JP2013217149A Earth-retaining wall block, earth-retaining wall and construction method of earth-retaining wall 有权
标题翻译：地球保持墙，地球保持墙和地球保持墙的施工方法
公开(公告)号：JP2013217149A
公开(公告)日：2013-10-24
申请号：JP2012090533
申请日：2012-04-11
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社
发明人： KIMURA SHIGEAKI , YOSHIKAWA HIROYUKI , TSURUMI AKITOSHI , ASAI NOBUHIDE
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide an earth-retaining wall block which has excellent stability since high strength is obtained by configuring a filler housing frame body by a wavy steel plate, and whose construction cost can be low since it is not limited by the size or kind of a filler and can be easily constructed, an earth-retaining wall constructed with the earth-retaining wall block, and a construction method of the earth-retaining wall.SOLUTION: In the earth-retaining wall block comprising a filler housing frame body 1 and a filler 2 housed inside the filler housing frame body 1, a front surface frame 3, a back surface frame 4, a left side face frame 5 and a right side face frame 6 of the filler housing frame body 1 are all constituted of a wavy steel plate.
摘要翻译：要解决的问题：提供一种具有优异的稳定性的挡土墙块，其通过用波纹钢板构成填充物框架体而获得高强度，并且其结构成本可以低，因为它不受尺寸限制或种类的填料，并且可以容易地构造，由挡土墙块构成的挡土墙和挡土墙的施工方法。解决方案：在挡土墙块中，包括填料容器框架主体1和填充物容纳框架体1内的填充物2，填充物框架体1的前表面框架3，后表面框架4，左侧面框架5和右侧面框架6都构成的波浪钢板。

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