专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2006017187A Method of filling grout material between sheath pipe and new pipe in pipe-in tunnel construction method or the like 有权
标题翻译：管道管道和新管道之间填充管道材料在管道施工方法或类似方法中的填充方法
公开(公告)号：JP2006017187A
公开(公告)日：2006-01-19
申请号：JP2004194202
申请日：2004-06-30
申请人： Kurimoto Kasei Kogyo Kk , National Institute For Rural Engineering , Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社 , 栗本化成工業株式会社 , 独立行政法人農業工学研究所
发明人： MOURI SHIGEYUKI , HORI TOSHIKAZU , MATSUSHIMA KENICHI , MIYAZAKI TORU , HAZAMA MASAYA , NOKUBO HIROYUKI , INOUE KOJI , OKAUJI TOSHIKI , YOSHIHARA MASAHIRO , HAMAHIRA SHINICHI , NAKAJIMA YUICHI
IPC分类号： F16L1/00
摘要： PROBLEM TO BE SOLVED: To reduce the man-hour for formation of a partition wall D or the like by eliminating repetition of carry-in and piping of a new pipe B and filling of grout material (a).
SOLUTION: A fiber reinforced plastic composite pipe B is inserted in a tunnel water passage (a sheath pipe) A for agricultural water to form a new pipe B', and the space between the pipe B and the sheath pipe A is filled with underwater unseparable grout material (a) through filling ports 1 of each pipe B. Since the grout material (a) is underwater unseparable, water (b) staying between the pipe B and the sheath pipe A is pressed to the other end side with filling of the grout material (a), until it flows out through a discharge port 2 of a partition wall at the other end. Therefore, the filling range of the grout material (a) is decided without considering the quantity of staying water, and for example, the range can be set to the length of one section which one construction firm is in charge of. In filling the grout material, after leak of grout material from the filling port 1 at the next stage is confirmed, a hose 13b is connected to the filling port 1 to inject the material. Thus, an air layer not filled with grout material is hardly generated between the pipes A and B.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过消除新管B的携带和管道的重复以及灌浆材料（a）的填充，减少形成隔壁D等的工时。解决方案：将纤维增强塑料复合管B插入用于农用水的隧道水通道（鞘管）A中以形成新的管道B'，并且填充管B和护套管A之间的空间水下不可分离的灌浆材料（a）通过每个管道B的填充口1.由于灌浆材料（a）在水中是不可分离的，所以保留在管道B和鞘管A之间的水（b）被压到另一端侧灌浆材料（a），直到其通过另一端的分隔壁的排出口2流出。因此，在不考虑停留水量的情况下决定灌浆材料（a）的填充范围，例如可以将该范围设定为一个建筑公司负责的一个部分的长度。在填充灌浆材料时，确认在下一阶段从填充口1泄漏浆料后，将软管13b连接到填充口1以注入材料。因此，在管A和B之间几乎不产生没有填充有浆料的空气层。（C）2006年，JPO＆NCIPI

2. 发明专利

JP2006022618A Truck for pipe transportation 有权
标题翻译：卡车用于管道运输
公开(公告)号：JP2006022618A
公开(公告)日：2006-01-26
申请号：JP2004203701
申请日：2004-07-09
申请人： Esutekku:Kk , Kurimoto Kasei Kogyo Kk , Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社 , 栗本化成工業株式会社 , 株式会社エステック
发明人： NOKUBO HIROYUKI , HAZAMA MASAYA , FUJIMOTO MITSUNOBU , OKUYA ATSUSHI , OKAUJI TOSHIKI , YOSHIHARA MASAHIRO , HAMAHIRA SHINICHI , NAKAJIMA YUICHI , SHIWA HIROTO
IPC分类号： E21F13/00 , B61B13/10 , E21D9/06 , E21D11/40
摘要： PROBLEM TO BE SOLVED: To reduce the working space of a truck and a shaft or the like for bringing in new pipes.
SOLUTION: Rubber made auxiliary wheels 13a, 13b, 14a, 14b are installed in the front and rear sides of a truck 10. The trucks 10 can travel through in both directions into the new pipes B without damaging the inner face of the same with both auxiliary wheels. Consequently, in the working space of the shaft or the like, under the state the truck 10 is evacuated in an existing pipe line A, the new pipes B are unloaded in the working space and the trucks 10 are driven back in the existing pipe line A in the state the auxiliary wheels 14 of the rear side are protruded to insert in the new pipes B and support the existing pipes. When the truck 10 can evacuate in the existing pipe line A, the space for parking the truck 10 is not necessary, it can be narrowed all the more. Moreover, after connection of the new pipes into the existing pipe lines A, the truck 10 can evacuate by going back the truck 10 into the new pipes B under the condition the front side auxiliary wheel 13 is protruded.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：减少用于引入新管道的卡车和轴等的工作空间。解决方案：橡胶制的辅助轮13a，13b，14a，14b安装在卡车10的前侧和后侧。卡车10可以在两个方向上穿过新的管道B，而不会损坏卡车10的内表面与两个辅助轮相同。因此，在轴等的工作空间中，在卡车10在现有的管路A中被抽空的状态下，新的管道B被卸载在工作空间中，并且卡车10被驱回到现有管道在后侧的辅助轮14突出的状态下，A插入到新管B中并支撑现有的管。当卡车10能够在现有管线A中排出时，不需要用于停放卡车10的空间，因此可以更窄。此外，在将新管道连接到现有的管路A之后，在前侧辅助轮13突出的状态下，通过将卡车10返回到新管道B中，卡车10可以排出。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2008121718A Water passage repairing method 有权
标题翻译：水呼吸修复方法
公开(公告)号：JP2008121718A
公开(公告)日：2008-05-29
申请号：JP2006303157
申请日：2006-11-08
申请人： Estec Co Ltd , Kurimoto Kasei Kogyo Kk , National Agriculture & Food Research Organization , Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社 , 栗本化成工業株式会社 , 株式会社エステック , 独立行政法人農業・食品産業技術総合研究機構
发明人： MOURI SHIGEYUKI , HORI TOSHIKAZU , MATSUSHIMA KENICHI , MAKINO TOMONOBU , HAZAMA MASAYA , INOUE KOJI , YOSHIHARA MASAHIRO , ISHIKAWA KOZO , FUTAGAWA TOSHIAKI , SHIWA HIROTO , TAKAHASHI HIDEO
IPC分类号： F16L1/00 , E03B7/00 , E03F3/06
摘要： PROBLEM TO BE SOLVED: To provide a water passage repairing method using grout material (a) that gives minimum buoyancy to a new pipe.
SOLUTION: The grout material (a) is filled between an agricultural water tunnel water passage (a closed water passage) A and a reinforcing plastic composite pipe B inserted thereinto via filling ports 1. The grout material consists of milk a' which is formed of hardening material, kneaded water and admixture and to which the admixture as dispersant is added, and a bubble group c which is formed of diluted solution c' in which foaming agent is mixed and air c". It has a wet density of 0.5 t/m
3 or lower, a flow value of 140 mm or smaller, and a compression strength of 500 KN/m
2 or higher for a material age of 28 days, wherein air has a capacity ratio of 65% or more, the weight ratio of the kneaded water to the hardening material is 55% or less, and the weight ratio of the admixture to the hardening material is 0.1-0.5%, meaning low gravity. The grout material gives small buoyancy to the new pipe and serves for easy buoyancy preventing measures. In a construction site, the diluted solution in which the foaming agent is dissolved and air are manufactured by an bubble manufacturing device 14b, and the bubbles and the milk are kneaded by a kneading machine 14a and filled between the pipe B and the closed water passage via a filling pipe 10.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种使用对新管道赋予最小浮力的灌浆材料（a）的水通道修复方法。解决方案：灌浆材料（a）填充在农用水隧道水通道（封闭水通道）A和通过填充口1插入其中的增强塑料复合管B之间。灌浆材料由牛奶a 由硬化材料，捏合水和混合物形成，并且加入作为分散剂的混合物和由其中混合有发泡剂的稀释溶液c'和空气c“形成的气泡组c，其湿密度为对于28天的材料年龄，0.5t / m 3 / SP>或更低，流动值为140mm或更小，压缩强度为500KN / m 2 / SP>或更高其中空气的容量比为65％以上，混炼水与硬化材料的重量比为55％以下，混合物与硬化材料的重量比为0.1-0.5％，意味着低重力灌浆材料对新管道浮力较小，易于浮力防止措施，在施工现场，其中通过气泡制造装置14b制造发泡剂溶解的稀释溶液和空气，并且通过捏合机14a捏合气泡和乳，并通过填充管10填充在管B和封闭水通道之间版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2006274582A Waterway 审中-公开
标题翻译：水路
公开(公告)号：JP2006274582A
公开(公告)日：2006-10-12
申请号：JP2005092177
申请日：2005-03-28
申请人： Kurimoto Kasei Kogyo Kk , 栗本化成工業株式会社
发明人： ITO KOICHI , HAZAMA MASAYA , FUJIMOTO MITSUNOBU
IPC分类号： E02B5/02 , E03F5/04
摘要： PROBLEM TO BE SOLVED: To prevent a fall when a worker in a waterway performs cleaning work or the like.
SOLUTION: In the waterway 1 with the inner bottom face and inner side faces lined with panel materials 3, 4, non-slip projections and recesses 5a, 5b are formed on the upper face of the panel material 3 forming the inner bottom face of the waterway 1.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了防止水路中的工人进行清洁作业等的落下。
解决方案：在内侧底面和内侧面衬有面板材料3,4的水路1中，防滑突起和凹槽5a，5b形成在面板材料3的上表面上，形成内底水面1。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2006283932A Bent pipe 有权
标题翻译：弯管
公开(公告)号：JP2006283932A
公开(公告)日：2006-10-19
申请号：JP2005107711
申请日：2005-04-04
申请人： Kurimoto Kasei Kogyo Kk , 栗本化成工業株式会社
发明人： ITO KOICHI , MIYAZAKI TORU , NOKUBO HIROYUKI , HAZAMA MASAYA , MAKINO TOMONOBU
IPC分类号： F16L43/00 , F16L13/10 , F16L27/10
摘要： PROBLEM TO BE SOLVED: To prevent destruction of a bent pipe when receiving force in the direction being right angle for a pipe axis and stabilize a relative position of a pipe body. SOLUTION: This bent pipe is constituted by arranging pipe bodies 2a, 2b formed by cutting a direct pipe obliquely in a condition in which the pipe body 2a on one side is rotated by 180 degrees around a pipe axis for the pipe body 2b on the other side and cutting faces 6, 6 face each other and connecting the pipe bodies 2a, 2b mutually. The pipe bodies 2a, 2b are arranged by bringing them into mutual contact on a rear side and separating them from each other on a belly side to connect the pipe bodies 2a, 2b mutually in a flexible laminated layer bonded part 3. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了防止弯曲管在沿着管轴线成直角的方向上受到力的破坏并且稳定管体的相对位置。解决方案：该弯曲管由在管体2b的管轴绕一侧侧的管体2a旋转180度的状态下，配置倾斜地切割直管而形成的管体2a，2b，在另一侧和切割面6,6彼此面对并且相互连接管体2a，2b。管体2a，2b通过使它们在后侧相互接触并且在腹部彼此分离而布置，以将管体2a，2b相互连接在柔性层压层接合部分3中。
版权（C）2007，JPO＆INPIT

6. 发明专利

JP2005207074A Pipe fixing structure and pipe fixing method 有权
标题翻译：管固定结构和管固定方法
公开(公告)号：JP2005207074A
公开(公告)日：2005-08-04
申请号：JP2004013470
申请日：2004-01-21
申请人： Kurimoto Kasei Kogyo Kk , 栗本化成工業株式会社
发明人： NOKUBO HIROYUKI , MIYAZAKI TORU , HAZAMA MASAYA , OKAUJI TOSHIKI , INOUE KOJI , FUJIMOTO MITSUNOBU
IPC分类号： E21D9/06 , E21D11/04 , E21D11/10 , F16L1/00 , F16L3/00
摘要： PROBLEM TO BE SOLVED: To provide a fixing structure and a pipe fixing method capable of being applied to such a case that a gap is small and preventing the occurrence of slippage and local stress in a pipe line.
SOLUTION: Both pipe lines 1 and 2 are fixed in a gap 4 between the existing pipe line 1 and the insertion pipe line 2 by inserting a pipe fixing plate 3 having the same material as that of a fill material 5 injected in the gap 4 in advance, and the fill material 5 is injected in the gap 4 to integrate them with each other in such a state. The pipe fixing plate 3 is placed around the whole circumference of the gap 4, and can be inserted in the direction of the diameter of the pipe line in piles by fitting to the width of the gap 4. In that case, the fill material 5 and the pipe fixing plate 3 integrally support the whole both pipe lines 1 and 2 by an equal force, the occurrence of the slippage in the pipe lines is suppressed, and the pipe fixing plate 3 can also correspond to such a case when the gap 4 has a narrow width because of its plate-like body. When the insertion pipe line 2 is inserted into the existing pipe line 1, an insertion port 2a of one end is fitted to a socket 2b of the other insertion pipe line 2 to fix, and, the pipe fixing plate 3 is inserted in the circumference of the socket 2b of the other end to fix. A placement position of the pipe fixing plate 3 is always located on the end on the starting side of the insertion pipe line 2 to be properly connected to easily insert the pipe fixing plate 3.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够应用于间隙小的情况的固定结构和管固定方法，并且防止在管线中发生滑动和局部应力。解决方案：管线1和管道2通过插入具有与注入管线1中的填充材料5相同材料的管固定板3而固定在现有管线1和插入管线2之间的间隙4中间隙4，并且将填充材料5注入到间隙4中，以使它们在这种状态下彼此一体化。管固定板3围绕间隙4的整个周边配置，并且可以通过与间隙4的宽度配合而沿桩的直径方向插入。在这种情况下，填充材料5 管固定板3通过相等的力一体地支撑整个管线1和2，抑制了管路中的滑动的发生，并且管固定板3也可以对应于间隙4 由于其板状体，宽度较窄。当插入管线2插入到现有的管线1中时，一端的插入口2a装配到另一插入管线2的插座2b上以固定，并且管固定板3插入到圆周的另一端的插座2b固定。管固定板3的放置位置总是位于插入管线2的起始侧的端部，以适当地连接，从而容易地插入管固定板3.版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2004284366A Fiber reinforced plastic molded article 审中-公开
公开(公告)号：JP2004284366A
公开(公告)日：2004-10-14
申请号：JP2004116674
申请日：2004-04-12
申请人： Kurimoto Kasei Kogyo Kk , 栗本化成工業株式会社
发明人： OGAWA CHIAKI , KAKIUCHI HIDEKI , HAZAMA MASAYA , TAKEDA MAKOTO , KITAGAWA TAKESHI , FUKUOKA YOSHIJI , YANO YOSHITAKA , KASASHIMA NORIO , KURUMA JUNICHI , KAJIKAWA TATSU , KADOMOTO SHINYA
IPC分类号： B07B1/28 , B29B17/00 , B29B17/04 , B29C43/02 , B29K105/12 , B29K105/16 , B29K105/26
CPC分类号： B29B17/0042 , B29B17/0404 , B29K2105/06 , B29K2909/08 , Y02W30/62 , Y02W30/625
摘要： PROBLEM TO BE SOLVED: To reduce a disposal amount by recycling resin moldings containing FRP, and its waste material or its powder as a raw material.
SOLUTION: The fiber reinforced plastic molded article is obtained by pressure-forming a bulk molding compound. A crushed material or the powder of the resin moldings containing the fiber reinforced plastic is mixed to the bulk molding compound.
COPYRIGHT: (C)2005,JPO&NCIPI

8. 发明专利

JP2004245379A Joint part for well pipe of reinforced plastic pipe provided with earthquake resistance 审中-公开
公开(公告)号：JP2004245379A
公开(公告)日：2004-09-02
申请号：JP2003038195
申请日：2003-02-17
申请人： Kurimoto Kasei Kogyo Kk , 栗本化成工業株式会社
发明人： NOKUBO HIROYUKI , HAZAMA MASAYA , SHIBATA MASAHIRO
IPC分类号： F16L15/04
摘要： PROBLEM TO BE SOLVED: To satisfy the requirements of earthquake resistance in addition to water quality holding property and construction property.
SOLUTION: A male screw 3 on an insertion outer peripheral face of an another pipe 1b is screw-fitted in a female screw 2 on a receive inner peripheral face of a reinforced plastic pipe 1a to join them. All the screw faces of the female screw 2 and the male screw 3 oppose mutually with a clearance C between them always. A water stop rubber ring 4 is mounted on the insertion outer peripheral face. The water stop rubber ring 4 is provided with a plurality of seal blades across distance. The seal blade has a cross section having a substantially obtuse-angled triangular shape protruding like an acute angle obliquely and upward from a bottom face of the water stop rubber ring 4. The total height H of the water stop rubber ring 4 before deformation is larger than a clearance S between the insertion outer peripheral face and the receive inner peripheral face. Each seal blade is compressed and deformed to provide self-sealing action. A joint part corresponds to external force by flexibility of a clearance in a screw-fitting part and a sealing part.
COPYRIGHT: (C)2004,JPO&NCIPI

9. 发明专利

JP2001260129A FIBER-REINFORCED PLASTIC COMPOSITE MOLDING AND FIBER- REINFORCED PLASTIC MOLDING 失效
公开(公告)号：JP2001260129A
公开(公告)日：2001-09-25
申请号：JP2000073702
申请日：2000-03-16
申请人： KURIMOTO KASEI KOGYO KK
发明人： OGAWA CHIAKI , KAKIUCHI HIDEKI , HAZAMA MASAYA , TAKEDA MAKOTO , KITAGAWA TAKESHI , FUKUOKA YOSHIJI , YANO YOSHITAKA , KASASHIMA NORIO , KURUMA JUNICHI , KAJIKAWA TATSU , KADOMOTO SHINYA
IPC分类号： C08J3/12 , B29B11/16 , B29B17/00 , B29B17/04 , C08J5/04
摘要： PROBLEM TO BE SOLVED: To reduce a disposing amount by recycling resin moldings containing FRP, its waste material or its powder as a raw material. SOLUTION: A fiber-reinforced plastic composite molding formed by laminating a fiber-reinforce plastic and a resin mortar is obtained by mixing a ground material or a powder of the resin molding containing the fiber-reinforced plastic with the resin mortar.

10. 发明专利

JPH08275326A PIPING FOR CABLE PROTECTIVE TUBE 失效
公开(公告)号：JPH08275326A
公开(公告)日：1996-10-18
申请号：JP7182395
申请日：1995-03-29
申请人： KURIMOTO KASEI KOGYO KK
发明人： FUKUYA TOSHIYASU , FUKUOKA KEISUKE , HAZAMA MASAYA , YASUMATSU TORU , FUJIMOTO MITSUNOBU , YOSHINO TORU , KAJIKAWA TATSU
IPC分类号： F16L1/024 , H02G1/06 , H02G9/08
摘要： PURPOSE: To make the bend between respective units smooth when a cable protective tube is laid in a tunnel and to eliminate the crush due to the contact of a tube end connector. CONSTITUTION: Protective tubes 1 of predetermined number are formed as a unit U with a spacer 11, and the unit U is clamped fixedly at a truck 20 by a bolt 25. Front and rear trucks 20 are traveled by maintaining a predetermined length by a connecting rod 24 in such a manner that the one is slightly fluctuated with respect to the other vertically and laterally. The tubes 1 are coupled at a gap S in a tube joint 12. Since the trucks are constant therebetween, the gap S is assured even during traveling. Thus, even if the coupling tubes 1 are bent at the joint 12 by zigzag movement during traveling, the tube ends are not brought into contact due to the presence of the gap S, the tubes are smoothly bent, and its crushing is extremely reduced as well.

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式