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1. 发明专利

JP2015030254A 接合シート及び補修方法有权
标题翻译：联合表和修复方法
公开(公告)号：JP2015030254A
公开(公告)日：2015-02-16
申请号：JP2013163532
申请日：2013-08-06
申请人：シーアイ化成株式会社 , C I Kasei Co Ltd , 前田建設工業株式会社 , Maeda Corp , 東京電力株式会社 , Tokyo Electric Power Co Inc:The , 株式会社カナエ , Kanae Co Ltd
发明人： HARADA TAKASHI , MIYANO MASATO , KAMEDA TAKAHIDE , WATABE NAOTO , HIUGA YUKI , IIJIMA TAKESHI , ISOYAMA WATARU , KOJIMA KAZUTOSHI , NOJIRI TAKUJI , MASUDA MASAYUKI , ABE HIDEAKI , YOSHIDA KENTARO
IPC分类号： B32B27/32 , B32B27/30
摘要：【課題】熱風を当ててロールで圧着する方法であっても、ポリ塩化ビニルシートとポリオレフィンシートを高い接合強度で容易に接合できる接合シート及び該接合シートを用いた補修方法を提供する。【解決手段】塩素化ポリオレフィンとポリ塩化ビニルを含有する第1接合層12と、第1接合層12上に形成され、塩素化ポリオレフィンとポリオレフィンを含有する第2接合層14と、を有し、第1接合層12中の塩素化ポリオレフィン及び第2接合層14中の塩素化ポリオレフィンの塩素含有率が共に20〜40%であり、前記第1接合層中の前記塩素化ポリオレフィンと前記ポリ塩化ビニルの質量比が95:5〜70:30であり、第2接合層14中の前記塩素化ポリオレフィンと前記ポリオレフィンの質量比が8:2〜5:5であることを特徴とする接合シート10。また、接合シート10を用いた補修方法。【選択図】図1
摘要翻译：要解决的问题：提供一种能够以高接合强度容易地接合聚氯乙烯片和聚烯烃片的接合片，并提供使用接合片的修复方法。接合片10包括：第一接合层12 含氯化聚烯烃和聚氯乙烯; 和含有氯化聚烯烃以及聚烯烃并形成在第一接合层12上的第二接合层14.第一和第二接合层12和14中氯化聚烯烃的氯含量分别为20-40％。此外，第一接合层中的氯化聚烯烃的质量与聚氯乙烯的质量的比率为95:5〜70:30，第二接合层14中的氯化聚烯烃的质量比相对于第二接合层14中的聚烯烃的质量为8:2至5:5。还提供了使用接合片10的修复方法。

2. 发明专利

JP2005200839A Exfoliation prevention member, exfoliation prevention structure for tunnel lining, and work execution method for tunnel lining 有权
标题翻译：防爆会员，隧道掘进防爆结构及隧道内衬工程执行方法
公开(公告)号：JP2005200839A
公开(公告)日：2005-07-28
申请号：JP2004005509
申请日：2004-01-13
申请人： C I Kasei Co Ltd , Maeda Corp , Shin Nippon Kako Kk , シーアイ化成株式会社 , 前田建設工業株式会社 , 新日本化工株式会社
发明人： KODAMA ISAO , MORIKITA SHOJI , FURUYA TAKEFUMI , WATABE NAOTO , MAEDA YASUHARU , IGARASHI MIZUHO , HONMA HIROAKI , OCHI ATSUSHI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide an exfoliation prevention member, an exfoliation prevention structure for a tunnel lining, and a construction method for a tunnel lining capable of remarkably reducing tremendously large investigation and repair costs, which were required before, resulting in no investigation of joint portions which are liable to be exfoliated.
SOLUTION: This exfoliation prevention member 19 covering the joint 17 of lining concretes 15 and 15 adjacent to each other in the extension direction of a tunnel 11 comprises a band-shaped hard resin plate 21 disposed along the joint 17, a bent part 23 formed by projecting the lateral center part of the resin plate 21 to one surface 21a side, and a plurality of locking pieces 27 formed on both sides of the bent part 23 projectedly from one surface 21a of the resin plate 21 and continuously in the longitudinal direction of the resin plate 21 and having swelled parts 25 at the projected ends.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供防剥落构件，隧道衬砌防剥落结构以及隧道衬砌的施工方法，能够显着降低以前需要的巨大的调查和修理费用，导致没有调查可能被剥离的关节部分。解决方案：覆盖隧道11的延伸方向上彼此相邻的衬砌混凝土15和15的接头17的防剥落构件19包括沿着接头17设置的带状硬树脂板21，弯曲部 23通过将树脂板21的侧面中心部分突出到一个表面21a侧而形成，并且多个锁定片27从弯曲部23的两侧突出地形成在树脂板21的一个表面21a上并且在纵向上连续地树脂板21的方向，并且在突出端具有膨胀部25。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2007016480A Lining concrete connecting structure in tunnel, and lining concrete forming method in tunnel 有权
标题翻译：隧道内混凝土结构与隧道内混凝土成型方法
公开(公告)号：JP2007016480A
公开(公告)日：2007-01-25
申请号：JP2005198982
申请日：2005-07-07
申请人： C I Kasei Co Ltd , Gifu Kogyo Co Ltd , Maeda Corp , Shin Nippon Kako Kk , シーアイ化成株式会社 , 前田建設工業株式会社 , 岐阜工業株式会社 , 新日本化工株式会社
发明人： MAEDA YASUHARU , IGARASHI MIZUHO , KODAMA ISAO , MORIKITA SHOJI , FURUYA TAKEFUMI , WATABE NAOTO , HONMA HIROAKI , OCHI ATSUSHI , KITAGAWA TSUTOMU , INAGAWA YUKIHISA
IPC分类号： E21D11/04 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a lining concrete connecting structure in a tunnel, which protects a boundary area 18 from being damaged.
SOLUTION: In formation of the lining concrete connecting structure, first lining concrete 15 is poured into a first concrete pouring chamber with part of a shield plate 6 inserted in an end of the first concrete pouring chamber in the tunnel, and the part of the shield plate 6 is attached into an inner periphery of the first lining concrete 15 in one body by insert molding, followed by protruding a remaining part of the shield plate 6 outward from the inner periphery of the first lining concrete 15. Then second lining concrete 16 is poured into a second concrete pouring chamber with the remaining part of the shield plate 6 inserted in an end of the second concrete pouring chamber adjacent to the first lining concrete 15 along a tunnel longitudinal direction, and the remaining part of the shield plate 6 is attached into an inner periphery of the second lining concrete 16 in one body by insert molding. In this manner, the boundary portion 18 formed in the inner periphery between mutually opposed contact end faces 17a at a joining part 17 of the first lining concrete 15 and the second lining concrete 16, is covered with the shield plate 6.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：在隧道中提供衬里混凝土连接结构，其保护边界区域18不被损坏。解决方案：在衬里混凝土连接结构的形成中，将第一衬里混凝土15注入到第一混凝土浇注室中，其中一部分屏蔽板6插入在隧道中的第一混凝土浇注室的端部，并且部分通过嵌入成型将屏蔽板6的一个主体的内周安装在第一衬里混凝土15的内周，然后将屏蔽板6的剩余部分从第一衬里混凝土15的内周向外突出。然后第二衬将混凝土16倒入第二混凝土浇注室中，其中屏蔽板6的剩余部分沿着隧道纵向插入第二混凝土浇注室的与第一衬里混凝土15相邻的端部，并且屏蔽板的剩余部分 6通过嵌件成型在一个主体中附接到第二衬里混凝土16的内周。以这种方式，形成在第一衬里混凝土15的接合部17处的相互相对的接触端面17a与第二衬里混凝土16之间的内周的边界部分18被屏蔽板6覆盖。（C）2007，JPO＆INPIT

4. 发明专利

JP2014070271A Covering corrosion protection method for steel structure, and covering corrosion protection structure 有权
标题翻译：钢结构防腐蚀保护方法及防腐蚀保护结构
公开(公告)号：JP2014070271A
公开(公告)日：2014-04-21
申请号：JP2012220140
申请日：2012-10-02
申请人： Nakabohtec Corrosion Protecting Co Ltd , 株式会社ナカボーテック , C I Kasei Co Ltd , シーアイ化成株式会社
发明人： HOSHINO MASAHIKO , KISHIMOTO OSAMU , WATABE NAOTO , KITAGAWA SATORU
IPC分类号： C23F15/00 , E02D31/06
摘要： PROBLEM TO BE SOLVED: To provide a covering corrosion protection method for a steel structure in which, even if a corrosion protection object is irregularly deformed, a corrosion protection layer can be uniformly covered to the surface of the corrosion protection object without producing a gap between the corrosion protection layer and the surface of the corrosion protection object, a satisfactory covering corrosion protection state can be made, further, damage is not caused even if external force is applied and the good covering corrosion protection state can be maintained over a long period, further, a coating operation and large machines at the spot are not required, and operability at the spot is excellent, and a covering corrosion protection structure.SOLUTION: In the covering corrosion protection method for a steel structure in which the surface of the body 4 to be corrosion-protected is disposed with a corrosion protection layer 3, and a protective cover 1 is fitted to the surface of the corrosion protection layer 3, the corrosion protection layer 3 is made of a corrosion protection layer made of a two layer structure composed of an internal layer 31 and a surface layer 32 each consisting of pasty urethane resins in which the contents of water-absorbing polymers are different. The internal layer 31 is made of the corrosion protection layer including the water-absorbing polymer more than the surface layer 32, and the corrosion protection layer 3 with the two layer structure is integrated with the protective cover 1, and is fitted to the body 4 to be corrosion-protected.
摘要翻译：要解决的问题：为了提供一种钢结构的覆盖防腐蚀保护方法，其中即使防腐蚀物体不规则地变形，也可以将腐蚀保护层均匀地覆盖到防腐蚀物体的表面，而不会产生间隙腐蚀保护层和防腐蚀物体的表面，可以进行令人满意的覆盖腐蚀保护状态，即使施加外力也不会引起损伤，并且能够长时间保持良好的覆盖腐蚀保护状态，此外，不需要涂布操作和现场大型机器，并且现场的操作性优异，并且具有覆盖防腐保护结构。解决方案：在用于钢结构的覆盖防腐蚀方法中，其中主体4的表面被防腐蚀的部件设置有防腐蚀层3，并且防护罩1安装在外壳上防腐蚀层3的防腐层3由防水保护层构成，该防腐层由内层31和表面层32构成的两层结构构成，该层由层压氨基甲酸酯树脂构成，吸收聚合物是不同的。内层31由比表面层32多的包含吸水性聚合物的防腐层构成，具有两层结构的防腐蚀层3与保护罩1一体化，并且安装在主体4上被腐蚀保护。

5. 发明专利

JP2013098342A Solar light power generation apparatus and solar light power generation method 有权
标题翻译：太阳能发电装置和太阳能发电方法
公开(公告)号：JP2013098342A
公开(公告)日：2013-05-20
申请号：JP2011239758
申请日：2011-10-31
申请人： Hazama Corp , 株式会社間組 , Kokusai Environmental Solutions Co Ltd , 国際環境ソリューションズ株式会社 , Kokusai Land & Development Co Ltd , 国際ランド&ディベロップメント株式会社 , Og Corp , オー・ジー株式会社 , C I Kasei Co Ltd , シーアイ化成株式会社
发明人： SAITO EIICHI , HIROSUE NORITOSHI , ISHIHARA YOSHIO , MAEKAWA TOICHIRO , YOSHIHARA MASAHIRO , YOSHIDA MASAHIRO , NISHITSUJI NOBUTOSHI , SAKAI IORI , WATABE NAOTO
IPC分类号： H01L31/042
CPC分类号： Y02E10/50
摘要： PROBLEM TO BE SOLVED: To provide a solar light power generation apparatus and a solar light power generation method which prevent fluttering of a water shield sheet to which sheet like solar cells are attached and ensure a wide light receiving area while effectively utilizing a storage area of contaminated soil generated by decontamination and a waste disposal field.SOLUTION: A solar light power generation apparatus installed on a banking body includes: a bottom part water shield sheet installed on a bottom surface of the banking body; a surface water shield sheet 10 covering a surface of the banking body; sheet like solar cells 20 attached to the surface water shield sheet 10; and suction means 31 decompressing the interior of air gaps. Since the suction means 31 decompresses the interior of the air gaps, the sheet like solar cells 20 closely contact with the banking body through the surface water shield sheet 10.
摘要翻译：解决的问题：提供一种太阳光发电装置和太阳光发电方法，其防止安装片状太阳能电池的防水片的振动，并确保宽的光接收面积，同时有效地利用通过净化产生的污染土壤的储存区域和废物处理场。解决方案：安装在银行主体上的太阳光发电装置包括：安装在银行体的底面上的底部防水屏板; 覆盖银行主体的表面的表面水屏蔽片10; 附着在表面防水片10上的片状太阳能电池20; 以及抽吸装置31对空气间隙的内部进行减压。由于抽吸装置31对空气间隙的内部进行减压，片状太阳能电池20通过表面防水片10与银行体紧密接触。（C）2013，JPO＆INPIT

6. 发明专利

JP2006090397A Existing pipe lining structure and its method 审中-公开
标题翻译：现有管道内衬结构及其方法
公开(公告)号：JP2006090397A
公开(公告)日：2006-04-06
申请号：JP2004275395
申请日：2004-09-22
申请人： C I Kasei Co Ltd , シーアイ化成株式会社
发明人： MATSUSHITA MASAHISA , WATABE NAOTO
IPC分类号： F16L1/00 , B29C63/34 , B29L9/00 , B29L23/00 , B32B1/08 , B32B3/30 , F16L55/16
摘要： PROBLEM TO BE SOLVED: To provide an existing pipe lining structure using an easy-to-manufacture lining material to be easily formed into a tubular lining material which can stand itself with its dead weight supported at the lower part, and to provide its method.
SOLUTION: In the existing pipe lining structure, an inner peripheral face 11a of an existing pipe 11 is covered with the lining material 13. The lining material 13 is formed in a tubular shape in which a thermoplastic resin uneven sheet 15 having flexibility is joined to one face 17a of a base material sheet 17 of a flat thermoplastic resin sheet having flexibility in such a manner that the uneven sheet 15 is located outside. A filler is filled and solidified in a gap 25 between the tubular lining material 13 to be inserted into the existing pipe 11 and the existing pipe 11.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种使用易于制造的衬里材料的现有的管衬结构，以容易地形成管状衬里材料，该管状衬里材料能够以其下部支撑的自重站立自身，并且提供其方法。解决方案：在现有的管衬结构中，现有管11的内周面11a被衬里材料13覆盖。衬里材料13形成为管状，其中具有柔性的热塑性树脂不均匀片15 以不均匀片15位于外侧的方式连接到具有柔性的扁平热塑性树脂片材的基材片17的一个面17a。在管状衬里13之间的间隙25中填充和固化填料，以插入现有管11和现有管11中。（C）2006，JPO＆NCIPI

7. 发明专利

JP2006043639A Impervious structure of waste disposal site or the like 有权
标题翻译：废物处置场所的不正确结构或类似物
公开(公告)号：JP2006043639A
公开(公告)日：2006-02-16
申请号：JP2004231284
申请日：2004-08-06
申请人： C I Kasei Co Ltd , Chikami Miltec Inc , Okumura Corp , シーアイ化成株式会社 , チカミミルテック株式会社 , 株式会社奥村組
发明人： OTSUKA GIICHI , KURODA TADASHI , ITAYA YUJI , SHINO KOJI , WATABE NAOTO , CHIKAMI KUNIO , TSUZUKI ITSUAKI
IPC分类号： B09B1/00 , B29C65/02 , B29L9/00 , B32B3/30 , E02B3/12
CPC分类号： Y02W30/32
摘要： PROBLEM TO BE SOLVED: To improve bonding strength and economical efficiency, and to surely prevent water leakage.
SOLUTION: A first sheet 1 is formed by bonding a first impervious sheet 11 by thermal melting to the protruded end parts 19a of a protrusion/recess sheet 17 of which both the back and front surfaces are formed alternately in recessed and protruded shapes and in which the end surfaces of protruded parts 19 on both the back and front surfaces exist on the surfaces with intervals, and a second sheet 3 is formed by bonding a second impervious sheet 13 by thermal melting to the protruded end parts 19a of the other recessed-protruded sheet 17. The first sheet 1 and the second sheet 3 are bonded by an adhesive in such a way that they are adjusted so that the recessed part 21 and the protruded parts 19 of the respective protrusion/recess sheets 17, 17 are alternately fitted, and space parts 23 between the first impervious sheet 11 and the second 13 formed by the protrusion/recess sheets 17, 17 are filled with a liquid restoring material 25 in a predetermined pressurized state.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提高接合强度和经济性，确保防漏水。解决方案：第一片1通过热熔融将第一不透性片材11接合到突出/凹陷片17的突出端部19a而形成，其突出/凹陷片17的后表面和前表面之间交替地形成凹凸形状并且其中前后表面上的突出部分19的端面间隔地存在于表面上，并且通过热熔融将第二不透性片13接合到另一个的突出端部19a而形成第二片3 第一片材1和第二片材3通过粘合剂粘合，使得它们被调整为使得各个突出/凹陷片17,17的凹部21和突出部19是并且由第一不透水片11和由突出/凹陷片17,17形成的第二个13之间的空间部分23填充有预定加压状态的液体复原材料25。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2013108332A Laying method of water cut-off mat for river 有权
标题翻译：水切割板的铺设方法
公开(公告)号：JP2013108332A
公开(公告)日：2013-06-06
申请号：JP2011256392
申请日：2011-11-24
申请人： C I Kasei Co Ltd , シーアイ化成株式会社
发明人： MIYANO MASATO , WATABE NAOTO , HIUGA YUKI
IPC分类号： E02B3/12
摘要： PROBLEM TO BE SOLVED: To provide a laying method of a water cut-off mat for a river, which achieves the easiness of construction and workability with light-weight and prevents water leakage from a hole due to installation of an anchor pin.SOLUTION: A water cut-off mat 11 for a river is laid on a river levee and revetment. A water cut-off sheet 13 formed of a waterproof synthetic resin having one concavo-convex surface 19 opposite to the ground surface 27 of a revetment, and a protective mat 15 formed of a nonwoven cloth having cushioning properties spread on another face 21 side of the water cut-off sheet 13 are integrated into the water cut-off mat 11 for a river. A laying method of the water cut-off mat 11 for a river includes fixing the mat 11 to the ground surface 27 by installing an anchor pin 25 formed of deformed steel bar at a desired place. A sealing material 17 is injected in the desired place of the protective mat 15 at the installation place of the anchor pin 25 so that the anchor pin 25 is installed at the place injected with the sealing material 17.
摘要翻译：要解决的问题：提供一种用于河流的截水垫的铺设方法，其实现了轻便的施工和可加工性的容易性，并且防止由于安装锚栓导致的孔漏水。
解决方案：一条河的隔水垫11铺设在河堤和护岸上。由防水合成树脂形成的防水片13，其具有与护岸的地面27相对的一个凹凸表面19，以及由具有缓冲性的非织造布形成的保护垫15，防水片13一体化成用于河流的截水垫11。用于河流的防水垫11的铺设方法包括通过在期望的地方安装由变形的钢筋形成的锚定销25将垫11固定到地面27。密封材料17在锚定销25的安装位置被注入到保护垫15的所需位置，使得锚固销25安装在注入密封材料17的位置。（C） 2013年，JPO＆INPIT

9. 发明专利

JP2012076043A Method of laying covering sheet 有权
标题翻译：覆盖片的方法
公开(公告)号：JP2012076043A
公开(公告)日：2012-04-19
申请号：JP2010224894
申请日：2010-10-04
申请人： C I Kasei Co Ltd , シーアイ化成株式会社
发明人： HARADA TAKASHI , TOYODA KENJI , WATABE NAOTO
IPC分类号： B09B1/00 , B32B5/02 , E02B7/02
CPC分类号： Y02W30/32
摘要： PROBLEM TO BE SOLVED: To provide a method of laying a covering sheet in which positioning can be easily made when laying and spreading a nonwoven fabric and an impervious sheet in piles, moreover, after the positioning, the nonwoven fabric and the impervious sheet are each other made into a contact opposite state by high friction.SOLUTION: The method of laying a covering sheet is characterized as follows. A low friction sheet material 15 is spread to cover the upper surface of a nonwoven fabric 9 after spreading the nonwoven fabric 9, an impervious sheet 7 is spread on the low friction sheet material 15 which has been spread, the end edge of the impervious sheet 7 is made to meet the end edge of the other adjoining impervious sheet 7, performing the position adjusting, and the end edges mutually adjoining each other are joined, then, the low friction sheet material 15 is removed from between the nonwoven fabric 9 and the impervious sheets 7, and the nonwoven fabric 9 and the impervious sheet 7 are made as laminating arrangement. The impervious sheet 7 has an uneven surface 13 on the surface which counters the nonwoven fabric 9, which becomes high friction contact to the nonwoven fabric 9, and thereby the shift is inhibited.
摘要翻译：要解决的问题：提供一种敷设在堆叠中铺布和铺展无纺布和不透水片时可以容易地进行定位的覆盖片的方法，此外，在定位之后，无纺织物和不透水的片材彼此通过高摩擦而形成接触相反的状态。解决方案：铺设覆盖片的方法的特征如下。散布无纺织物9后，低摩擦片材15铺展成覆盖无纺布9的上表面，不透水片7分散在已经铺展的低摩擦片材15上，不透水片的端缘如图7所示，与相邻的不透水性片材7的端缘相接触，进行位置调整，并且彼此相邻的端部边缘接合，然后将低摩擦片材15从无纺布9和不透水片7，无纺织物9和不透水片7制成层压装置。不透水性片材7在与无纺布9摩擦接触高的无纺布9的表面上具有不平坦的表面13，从而阻止了移位。版权所有（C）2012，JPO＆INPIT

10. 发明专利

JP2011099240A Waterway sheet construction method and waterway repair structure 有权
标题翻译：水路施工方法和水路维修结构
公开(公告)号：JP2011099240A
公开(公告)日：2011-05-19
申请号：JP2009254097
申请日：2009-11-05
申请人： C I Kasei Co Ltd , シーアイ化成株式会社
发明人： KISHIMOTO OSAMU , MIYANO MASATO , WATABE NAOTO
IPC分类号： E02B5/02
摘要： PROBLEM TO BE SOLVED: To provide a waterway sheet construction method and a waterway repair structure that can extend a service life of a concrete waterway with easy construction. SOLUTION: An edge fixing plate 23 formed of a strip steel plate with a coating resin layer is fixed along the upper edge of each of both vertical wall parts of the concrete waterway 11 of substantially U-shaped cross section. Both vertical wall parts and a bottom part 13 are covered with a resin sheet 27 of specified length in a water flow direction (a), and the upper edge of the resin sheet 27 is welded to the edge fixing plate 23. A downstream end 27c of an upstream side resin sheet 27A is placed over an upstream end 27b of the resin sheet 27. Both vertical wall parts and bottom part 13 on the upstream side are covered with the upstream side resin sheet 27A, and the upper edge 27a of the upstream side resin sheet 27A is welded to the edge fixing plate 23A. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种易于施工可延长混凝土水路使用寿命的水路板施工方法和水道修复结构。解决方案：由具有涂层树脂层的带钢板形成的边缘固定板23沿着大致U形横截面的混凝土水道11的两个垂直壁部分的上边缘固定。两个垂直壁部分和底部部分13在水流方向（a）上用特定长度的树脂片27覆盖，并且树脂片27的上边缘焊接到边缘固定板23.下游端27c 上游侧树脂片27A被放置在树脂片27的上游端27b上方。上游侧的垂直壁部分和底部13都被上游侧树脂片27A覆盖，并且上游侧树脂片27A的上边缘27a 侧面树脂片27A焊接到边缘固定板23A。版权所有（C）2011，JPO＆INPIT

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