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1. 发明专利

JP2001146756A EARTH-RETAINING WALL AND RC SYNTHETIC STRUCTURE 失效
公开(公告)号：JP2001146756A
公开(公告)日：2001-05-29
申请号：JP33261599
申请日：1999-11-24
申请人： HANSHIN EXPRESSWAY PUBLIC CORP , KAJIMA CORP
发明人： NAKAMURA TADAHARU , KANEHARU HIDESADA , SATO NATSUYO , HISHIKI TAKEYOSHI , SUDA KUMIKO , FURUICHI KOSUKE , TAIRA YOHEI , ANDO SUSUMU , SAITO ISAO , MURATA TOSHIHIKO
IPC分类号： E02D29/045 , E02D5/20 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide an earth-retaining wall and an RC synthetic structure capable of considerably facilitating field work by perforated steel plate dowels previously mounted to the core material of an earth-retaining wall and superior in incorporatedness by the dowels. SOLUTION: A perforated steel plate dowel 2 is previously mounted by shop- welding in a longitudinal direction to H-shaped steel 1, which is the core material of an earth-retaining wall to be previously constructed. Holes 2a are formed at regular intervals in a band-shaped steel plate in the perforated steel plate dowel 2, and the perforated steel plate dowel 2 functions as a dowel by the entrance of the concrete of a main body wall 3 into the holes 2a and the increase of adhesion with the concrete. Vertical reinforcements 5a and horizontal reinforcements 5b are arranged in the main body wall 3, and insertion reinforcements 4 are inserted into the holes 2a of the perforated steel plate dowel 2 as necessary to place concrete.

2. 发明专利

JP2001254353A EARTH RETAINING WALL/RC COMPOSITE STRUCTURE AND ITS CONSTRUCTION METHOD 失效
公开(公告)号：JP2001254353A
公开(公告)日：2001-09-21
申请号：JP2000063462
申请日：2000-03-08
申请人： HANSHIN EXPRESSWAY PUBLIC CORP , KAJIMA CORP
发明人： NAKAMURA TADAHARU , KANEHARU HIDESADA , SATO NATSUYO , SAITO ISAO , ANDO SUSUMU , KUSANAGI SHIRO , HISHIKI TAKEYOSHI , SUDA KUMIKO , URUSHIZAKI TATSUYA , MURATA TOSHIHIKO
IPC分类号： E02D29/045 , E02D5/20 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide an earth retaining wall/RC composite structure and its construction method capable of simply connecting a steel material as the core of the earth retaining wall and a reinforcement of the body structure or dowel at a site, and promoting thereby the integrality of the earth retaining wall and the body structure. SOLUTION: A mechanical joint 2a having a female screw is mounted on the body structure side of a steel bar 2 connecting between inside and outside flanges of the steel material 1 as the core of the earth retaining wall, and it is so constituted that it can be opened in the surface position of the steel material 1. A mechanical joint 7a having a similar female screw is mounted to the end of the reinforcement 7 of the body structure. Both mechanical joints 2a and 7a have inverse screws, a relay bolt 5 having different directions of screws in right and left is used, and the relay bolt 5 is rotated around the shaft to connect the steel material 1 to the reinforcement 7 while pulling both mechanical joints 2a and 7a near to each other.

3. 发明专利

JP2003247226A AIRTIGHT SHEET IN ATMOSPHERIC PRESSURE METHOD 审中-公开
公开(公告)号：JP2003247226A
公开(公告)日：2003-09-05
申请号：JP2002046397
申请日：2002-02-22
申请人： HANSHIN EXPRESSWAY PUBLIC CORP , OHBAYASHI CORP
发明人： NAKAMURA TADAHARU , KANEHARU HIDESADA , KADOMA NATSUYO , SASAKI TORU
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide an airtight sheet applicable to an atmospheric pressure method. SOLUTION: This airtight sheet 13 used in the atmospheric pressure method is characterized in that ends of a plurality of sheet pieces 13a and 13b smaller than the whole of the airtight sheet 13 are connected by a prescribed separable connecting member. COPYRIGHT: (C)2003,JPO

4. 发明专利

JP2003247224A VACUUM DEGREE MEASURING INSTRUMENT BETWEEN COVERING MATERIAL AND GROUND SURFACE IN ATMOSPHERIC PRESSURE METHOD 审中-公开
公开(公告)号：JP2003247224A
公开(公告)日：2003-09-05
申请号：JP2002046396
申请日：2002-02-22
申请人： HANSHIN EXPRESSWAY PUBLIC CORP , OHBAYASHI CORP
发明人： NAKAMURA TADAHARU , KANEHARU HIDESADA , KADOMA NATSUYO , SASAKI TORU
IPC分类号： E02D1/08 , E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide an instrument for simply and highly precisely measuring the vacuum degree between a ground surface and a covering material at low cost. SOLUTION: This vacuum degree measuring instrument is provided with a vacuum gauge 17 directly or indirectly connected to a vent hole 23 provided in the surface of the covering material in the atmospheric pressure method. COPYRIGHT: (C)2003,JPO

5. 发明专利

JP2003247225A AIRTIGHT STRUCTURE IN ATMOSPHERIC PRESSURE METHOD 审中-公开
公开(公告)号：JP2003247225A
公开(公告)日：2003-09-05
申请号：JP2002046395
申请日：2002-02-22
申请人： HANSHIN EXPRESSWAY PUBLIC CORP , OHBAYASHI CORP
发明人： NAKAMURA TADAHARU , KANEHARU HIDESADA , KADOMA NATSUYO , SASAKI TORU
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a highly airtight structure in an atmospheric pressure method. SOLUTION: This airtight structure 13 used in the atmospheric pressure method is characterized in having a vertical impervious work 13a placed in the ground in the circumference of an improved section 3 and composed of materials such as highly dense polyethylene harder than an airtight sheet 13b and the airtight sheet 13b. COPYRIGHT: (C)2003,JPO

6. 发明专利

JP2001157899A BOTTOM MUD TREATMENT APPARATUS 失效
公开(公告)号：JP2001157899A
公开(公告)日：2001-06-12
申请号：JP34286199
申请日：1999-12-02
申请人： HANSHIN EXPRESSWAY PUBLIC CORP , MITSUBISHI HEAVY IND LTD
发明人： NAKAMURA TADAHARU , KANEHARU HIDESADA , SATO NATSUYO , ISHIDA ISAO , YOSHIZUMI OSAMU , ARIKAWA KIWAMU , KATAYAMA HIROYUKI
IPC分类号： C02F11/00 , C02F11/14
摘要： PROBLEM TO BE SOLVED: To reduce treatment cost while preventing the environmental aggravation of the circumference and to recycle bottom mud in a bottom mud treatment apparatus. SOLUTION: Bottom mud 11 is sucked from the bottom part of a river by a dredging pipe 21 to be stored in a concentration tank 23 and a flocculant 24 is added to the bottom sludge to sediment concentrated sludge 12 and a flocculant 33 is added to the sludge 12 in a flocculation tank 28 to form flocculated sludge 13 under stirring and a dehydrated cake 14 is formed by a dehydrator 29 and a water absorbent 44 and a solidifying agent 45 are added to and mixed with the dehydrated cake 14 in a granaulation apparatus 30 to granulate the cake to form granules 15.

7. 发明专利

JP2006077492A Earthquake resisting pier 审中-公开
标题翻译：地震电阻夯
公开(公告)号：JP2006077492A
公开(公告)日：2006-03-23
申请号：JP2004263807
申请日：2004-09-10
申请人： Hanshin Expressway Public Corp , Yamato Sekkei Kk , ヤマト設計株式会社 , 阪神高速道路公団
发明人： KANEHARU HIDESADA , NONAKA TETSUYA
IPC分类号： E01D19/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake resisting pier capable of preventing the collapse of the pier irrespective of the direction of an indefinite vibration of an earthquake and having a low manufacturing cost.
SOLUTION: A steel pipe pile K as the foundation is placed on each summit forming a polygon to the ground, and each column 20 is connected to the upper end section of the steel pipe pile K. A tie member 30 connecting both columns 20 and 20 adjacent to each other is so constituted that a mounting steel materials 31 of both end sections connected to the column 20 and a low yield point steel material 32 provided between the mounting steel materials and formed of a steel material having a yield point lower than that of each mounting steel material 31 are connected by means of welding. In this way, the tie member 30 is connected to the columns 20 and 20 adjacent to each other so that four sides of a regular square can be formed in each column 20 placed on each summit of the regular square against ground G to form one earthquake resisting pier 10 by bundling four columns 20.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够防止墩塌陷的抗震墩，而不管地震的无限震动的方向如何，制造成本低。
解决方案：将钢管桩K作为基础放置在形成多边形到地面的每个顶点上，并且每个柱20连接到钢管桩K的上端部分。连接两个柱的连接构件30 20和20彼此相邻地构成为：连接到柱20的两个端部的安装钢材31和设置在安装钢材之间并由具有屈服点较低的钢材形成的低屈服点钢材32 比每个安装钢材31的焊接通过焊接连接。以这种方式，连接构件30连接到彼此相邻的柱20和20，使得可以在放置在正方形的每个顶点上的每个列20中形成正方形的四边以抵抗地面G以形成一个地震通过捆扎四列20抵抗码头10。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2005299080A Earthquake-resistant bridge pier 审中-公开
标题翻译：抗震桥梁
公开(公告)号：JP2005299080A
公开(公告)日：2005-10-27
申请号：JP2004111863
申请日：2004-04-06
申请人： Hanshin Expressway Public Corp , Yamato Sekkei Kk , ヤマト設計株式会社 , 阪神高速道路公団
发明人： KANEHARU HIDESADA , NONAKA TETSUYA
IPC分类号： E01D19/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-resistant bridge pier which reduces manufacturing costs, and which is prevented from colliding, without reference to the uncertain direction of the shock of the earthquake.
SOLUTION: A steel pipe pile K as a foundation is arranged on each apex forming a polygon with respect to the ground, and a column material 11 is joined to an upper end of the steel pipe pile K. In a tie member which connects the adjacent column materials 11 and 11 together, a low-yield-point steel material 122 is provided between mounting steel materials 121 at both ends which are joined to the column material 11, and a plate-like steel material with a yield point lower than that of the steel material 121 is joined to by welding. Thus, the tie members 12 are joined to the respective adjacent column materials 11 and 11, which are arranged at the respective apexes of a regular tetragon on the ground G, in such a manner as to form four sides of the regular tetragon, and the four column materials 11 and 11 are bundled, so that one earthquake-resistant bridge pier 10 can be formed.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种降低制造成本，防止碰撞的抗震桥墩，而不参考地震震荡的不确定方向。解决方案：以相对于地面形成多边形的每个顶点上布置作为基础的钢管桩K，并将柱材料11接合到钢管桩K的上端。将相邻的柱材11,11连接在一起，在与柱材料11接合的两端的安装钢材121之间设置低屈服点钢材122，屈服点较低的板状钢材通过焊接将钢材121的厚度接合。因此，连接构件12以与形成正四边形四边的方式连接在相邻的列材料11和11上，这些列材料11和11被布置在地面G上的正四边形的各顶点处，四柱材料11和11被捆扎，从而可以形成一个抗震桥墩10。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2001295306A METHOD OF BURYING CIVIL ENGINEERING STRUCTURE 失效
公开(公告)号：JP2001295306A
公开(公告)日：2001-10-26
申请号：JP2000116226
申请日：2000-04-18
申请人： HANSHIN EXPRESSWAY PUBLIC CORP , MITSUBISHI HEAVY IND LTD
发明人： NAKAMURA TADAHARU , KANEHARU HIDESADA , SATO NATSUYO , ISHIDA ISAO , YOSHIZUMI OSAMU , ARIKAWA KIWAMU , KATAYAMA HIROYUKI
IPC分类号： E02B3/00 , C02F11/00 , E02D29/063
摘要： PROBLEM TO BE SOLVED: To change bottom mud dredged from a river and harbor into granular bodies through concentration, dehydration and granulation treatment at the site, and to use the granular bodies in place of back-filling soil in the case of the burying of a structure. SOLUTION: In the method of burying the structure 8, bottom mud 2 in waters such as the river 1 is dredged, dredged bottom mud 2 is pelletized and the granular bodies are manufactured, the structure 8 is installed onto the dredged bottom of the water, and the granular bodies are used as protective materials 5, 6 for sheet piles 4 or a revetment, and utilized as back-filling soil 9.

10. 发明专利

JP2013130036A Steel segment 有权
标题翻译：钢部分
公开(公告)号：JP2013130036A
公开(公告)日：2013-07-04
申请号：JP2011281797
申请日：2011-12-22
申请人： Hanshin Expressway Co Ltd , 阪神高速道路株式会社 , Kajima Corp , 鹿島建設株式会社
发明人： KANEHARU HIDESADA , SHIMURA ATSUSHI , NIINA TSUTOMU , FUJIWARA KATSUYA , TAMADA KOICHI , USHIGAKI MASARU , TADA YUKIO , IWAZUMI TOMOKAZU , ARAI TAKAHIRO
IPC分类号： E21D11/14
摘要： PROBLEM TO BE SOLVED: To absorb a compression force, in a tunnel axis direction, acting on a segment of a shield tunnel.SOLUTION: A steel segment 1 comprises main girders 2a, 2b, joint plates 3, 3, a skin plate 4, a longitudinal rib 5 and a stopper mechanism 6. The joint plate 3 connecting terminal portions of the main girders 2a, 2b with each other are divided into two joint plate members and between these members, a joint connecting plate is interposed. The skin plate 4 is divided into two skin plate members and a cover plate is disposed to cover a gap between these members. The longitudinal rib 5 connects the main girders 2a, 2b with each other between the joint plates 3, 3. One end of the stopper mechanism 6 is connected to the main girder 2a and the other end thereof has a clearance of a predetermined distance L between the other end and the main girder 2b. In the case where a compression force in a tunnel axis direction acting on the steel segment 1 is a predetermined value or more, the longitudinal rib 5 is buckled plastically to absorb the compression force. When plastic buckling of the longitudinal rib 5 is advanced and the stopper mechanism 6 is brought into contact with the main girder 2b, the stopper mechanism 6 supports the compression force.
摘要翻译：要解决的问题：在隧道轴线方向上吸收作用在屏蔽隧道的一段上的压缩力。解决方案：钢段1包括主梁2a，2b，接合板3,3，皮板4，纵梁5和止挡机构6.将主梁2a，2b的端子部分彼此连接的接合板3分成两个接合板构件，并且在这些构件之间插入有接头连接板。皮肤板4被分成两个皮肤板构件，并且盖板被设置成覆盖这些构件之间的间隙。纵向肋5将主梁2a，2b彼此连接在接合板3,3之间。止动机构6的一端连接到主梁2a，另一端具有预定距离L之间的间隙另一端和主梁2b。在作用于钢段1的隧道轴向的压缩力为预定值以上的情况下，纵向肋5被塑性地弯曲以吸收压缩力。当纵肋5的塑性屈曲前进并且止动机构6与主梁2b接触时，止动机构6支承压缩力。

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