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1. 发明专利

JP2013117099A Bag body fixture and natural ground reinforcement material using the same 有权
标题翻译： BAG身体和自然地面加固材料
公开(公告)号：JP2013117099A
公开(公告)日：2013-06-13
申请号：JP2011263989
申请日：2011-12-01
申请人： Ohbayashi Corp , 株式会社大林組 , Sanshin Corp , 三信建設工業株式会社 , Osaka Bosui Constr Co Ltd , 株式会社大阪防水建設社 , Ashimori Ind Co Ltd , 芦森工業株式会社 , Moriya Koki Kk , 守谷鋼機株式会社
发明人： YAMAMOTO AKIRA , INAGAWA YUSEN , TAKITA YASUYUKI , YAMAZAKI JUNICHI , TANIMURO HIROHISA , KARASAKI KAZUTAKA , KURATA MASAHIRO , NASU ATSUSHI , SHIMIZU NOBUTOSHI
IPC分类号： E02D17/18 , E02D5/80 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To prevent leakage of a grout material from end portions of a bag body even if an internal pressure of the bag body is increased.SOLUTION: A pinching member 11 and a pinching member 12 constituting a bag body fixture 6 have core material insertion holes 17 and 20 individually formed on respective bottom portions 16 and 19 while being constituted of cylindrical walls 15 and 18 and the bottom portions 16 and 19 provided inside one ends thereof. On a wall cross section of the cylindrical wall 18, female screw holes 21 into which leading ends of bolts 14 are screwed along an axis of a member of the cylindrical wall 18 are formed while bolt insertion holes 26 through which the bolts 14 are inserted along an axis of a member of the cylindrical wall 15 are being formed on a wall cross section of the cylindrical wall 15. The bolts 14 are configured so as to be able to pinch each end portion peripheral 61 of a bag body 3 between the pinching member 11 and one end of an annular member 13 and between the other end of the annular member 13 and the pinching member 12, respectively, while relatively drawing each pinching member 11 and each pinching member 12 along an axis of a member of a core material 2.
摘要翻译：要解决的问题：即使袋体的内部压力增加，也可防止水泥浆料从袋体的端部泄漏。解决方案：构成袋体固定件6的夹持构件11和夹持构件12具有分别形成在各个底部16和19上的芯材插入孔17和20，同时由圆柱形壁15和18构成，底部 16和19设置在其一端内。在圆筒壁18的壁横截面上，形成有螺栓14的前端沿着圆筒壁18的构件的轴线旋转的阴螺纹孔21，螺栓14沿其插入螺栓插入孔26 圆柱形壁15的一个轴的轴线正在圆柱形壁15的壁横截面上形成。螺栓14被构造成能够将夹持件3之间的袋体3的每个端部周边部分61夹紧 11和环形构件13的一端，并且分别在环形构件13的另一端和夹持构件12之间，同时沿着芯材2的构件的轴线相对地拉伸每个夹持构件11和每个夹持构件12 。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2007009543A Surface layer processing method of soft ground 有权
标题翻译：软土地面层加工方法
公开(公告)号：JP2007009543A
公开(公告)日：2007-01-18
申请号：JP2005191896
申请日：2005-06-30
申请人： Ashimori Ind Co Ltd , Kajima Corp , 芦森工業株式会社 , 鹿島建設株式会社
发明人： KITAMOTO YUKIYOSHI , YOSHIDA TERU , SHIBATA KENICHI , KARASAKI KAZUTAKA , GOTO JUNICHI
IPC分类号： E02D3/00 , E02B3/18
摘要： PROBLEM TO BE SOLVED: To provide a surface layer processing method of the soft ground, for improving working efficiency and safety of surface layer processing work of the soft ground, by easily laying a surface layer processing reinforcing material on the soft ground from the strong ground side, by substantially eliminating work by various work machines and workers on the soft ground, when laying the surface layer processing reinforcing material on the soft ground.
SOLUTION: This surface layer processing method of the soft ground G develops and lays the surface layer processing reinforcing material 1 in a plane shape on the soft ground G. The surface layer processing reinforcing material 1 has a cylindrical body 2 wound in a roll shape and expanding by introducing fluid. The cylindrical body 2 is successively expanded by introducing the fluid into the cylindrical body 2, and the surface layer processing reinforcing material 1 wound in the roll shape is developed and laid by this expansive force.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供软地面的表面层处理方法，为了提高软土地面层加工工作的工作效率和安全性，可以通过在软地面上轻松铺设表面层加工材料强大的地面，通过在软土地面上铺设表层加工增强材料，大幅度消除了各种作业机器和软土地上的工人的工作。解决方案：软地面G的这种表面层处理方法在软地面G上以平面形状形成并铺设表面层处理增强材料1.表层处理增强材料1具有卷绕在辊形，并通过引入流体膨胀。通过将流体引入圆筒体2中，圆筒体2依次膨胀，卷绕成卷状的表面层加工用增强材料1通过该膨胀力而展开和铺设。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2006316403A Reinforcing method for hollow columnar object 有权
标题翻译：中空柱对象加固方法
公开(公告)号：JP2006316403A
公开(公告)日：2006-11-24
申请号：JP2005136843
申请日：2005-05-10
申请人： Ashimori Ind Co Ltd , 芦森工業株式会社
发明人： SHIBATA KENICHI , KARASAKI KAZUTAKA , AZUMA KATSUHIKO
IPC分类号： E04H12/08 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing method for a hollow columnar object, which dispenses with troublesome work such that a base part of the buried columnar object is dug up, and which enables the columnar object to be surely reinforced.
SOLUTION: The bag body 1 is installed inside the vicinity (base part 10a) of a boundary between the ground-side part and underground-side part of an internal space of a hollow utility pole 10; after that, a fluid solidification material 4 is injected into the bag body 1, so that the bag body 1 can be expanded; and the solidification material 4 and a filler 5 are hardened after the filler 5 is injected into the upside of the bag body 1.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种中空柱状物体的增强方法，其省去了埋藏柱状物体的基部被挖出的麻烦的工作，并且能够可靠地增强柱状物体。解决方案：袋体1安装在中空公用电极10的内部空间的接地侧部分和地下侧部分之间的边界附近（基部10a）的内部; 之后，将流体凝固材料4注入到袋体1内，使袋体1膨胀; 并且在将填料5注入袋体1的上侧之后，固化材料4和填料5硬化。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2006104751A Bag for civil engineering 有权
标题翻译：民用工程袋
公开(公告)号：JP2006104751A
公开(公告)日：2006-04-20
申请号：JP2004292130
申请日：2004-10-05
申请人： Ashimori Ind Co Ltd , 芦森工業株式会社
发明人： KARASAKI KAZUTAKA , GOTO JUNICHI
IPC分类号： E02D3/02 , E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide a bag for civil engineering, which is formed by closing both edges of a cylindrical cloth together and injecting a filler in the cylindrical cloth, wherein the bag is improved in pressure resistance at a joint portion of the bag edges at the time of injection of the filler.
SOLUTION: According to the structure of the bag for civil engineering, a half of the cylindrical cloth 1 with the open edges 3 is folded inward in a longitudinal direction to form a double cylinder structure, and both the edges 3 superposed on each other are connected and stitched together to form a first joint portion 24. Thus an annular space 28 is defined by an inward folded portion 26 and an external surface portion 27 by connecting both the edges 3 at the first joint portion 24, and the filler is injected in the annular space. Further a second joint portion 25 is formed by closing a plurality of pairs of marginal sections 29 which each consist of both the edges 3 connected by the first joint portion 24, such that three or more pleats 30 are made.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于土木工程的袋子，其通过将圆筒形织物的两个边缘封闭在一起并在圆筒形布料中注入填料而形成，其中袋子在接合部分的耐压性方面得到改善在注射填料时的袋边缘。
解决方案：根据土木工程袋的结构，具有开口边缘3的圆筒形布1的一半在纵向方向上向内折叠以形成双缸结构，并且两个边缘3重叠在每个另一个连接并缝合在一起以形成第一接合部分24.因此，环形空间28由向内折叠部分26和外表面部分27通过在第一接合部分24处连接两个边缘3而限定，并且填料是注入环形空间。此外，第二接合部分25通过闭合多对边缘部分29形成，每对边缘部分29由两个由第一接合部分24连接的边缘3组成，使得制成三个或更多个褶皱30。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2005194806A Drain material and its manufacturing method 有权
标题翻译：排水材料及其制造方法
公开(公告)号：JP2005194806A
公开(公告)日：2005-07-21
申请号：JP2004003678
申请日：2004-01-09
申请人： Ashimori Ind Co Ltd , 芦森工業株式会社
发明人： SHIBATA KENICHI , KARASAKI KAZUTAKA , NEDACHI SATOSHI , OTA TAKU
IPC分类号： E02B11/00 , E02D3/10 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a drain material which can be installed in the ground without making a ground surface dug up and which combines sufficient strength against earth pressure with the property of properly discharging redundant water etc., and drain material which can easily recover a discharge function decreased due to clogging caused after being installed in the ground.
SOLUTION: This drain material 1 comprises: a composite pipelike body 4 which is equipped with a flexible tubular body 2 for injecting a filler, and a plurality of pipelike bodies 3 arranged along an outer periphery of the tubular body 2, having pipe walls provided with many through-holes 3a and having shape retention; a tubular cover member 5 for covering an outer surface of the composite pipelike body 4; and a linear body 6 which is wound along an outer surface of the cover member 5.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供可以安装在地面中的排水材料，而不需要将地面挖出，并且将足够的强度与土压力结合，并具有适当排出多余的水等的性能，以及排出材料，容易恢复由于安装在地面后引起的堵塞而减少的排放功能。解决方案：该排水材料1包括：复合管状体4，其配备有用于注射填料的柔性管状体2和沿管状体2的外周布置的多个管状体3，其具有管壁设有许多通孔3a并具有形状保持力; 用于覆盖复合管状体4的外表面的管状盖构件5; 以及沿着盖构件5的外表面缠绕的线状体6.版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2004339750A Hole wall protection method, hole wall protection structure and hole wall protection member used therefor 有权
公开(公告)号：JP2004339750A
公开(公告)日：2004-12-02
申请号：JP2003136165
申请日：2003-05-14
申请人： Ashimori Ind Co Ltd , 芦森工業株式会社
发明人： YAGI ISABURO , SHIBATA KENICHI , KARASAKI KAZUTAKA , GOTO JUNICHI
IPC分类号： E21D5/00 , E21D1/08
摘要： PROBLEM TO BE SOLVED: To provide a hole wall protection method capable of simply preventing the collapse of a hole wall of an excavated hole with high workability and being used for stably maintaining the excavated hole without using any heavy substance such as steel materials, etc.
SOLUTION: The hole wall protection member 1 formed by assembling a tube-like member 10 having self-shape retainability in a state to wind it in the shape of a spiral is placed in the excavated hole H with the advancement of excavation of the excavated hole, and an outside diameter of the hole wall protection member 1 is widened by operating fluid pressure in the tube-like member 10 by a pump P.
COPYRIGHT: (C)2005,JPO&NCIPI

7. 发明专利

JP2013185372A Drainage method for dammed lake 有权
标题翻译：破坏湖的排水方法
公开(公告)号：JP2013185372A
公开(公告)日：2013-09-19
申请号：JP2012051947
申请日：2012-03-08
申请人： Ashimori Ind Co Ltd , 芦森工業株式会社
发明人： YAGI ISABURO , KARASAKI KAZUTAKA , MIYAZAKI KYOTARO
IPC分类号： E02B8/00 , E02B7/00
摘要： PROBLEM TO BE SOLVED: To provide a drainage method for a dammed lake, which enables water in the dammed lake to be easily and rapidly discharged without use of a drainage pump.SOLUTION: After a drain hose 5 is laid across a dammed lake 2 and a drainage position 3 on the side opposite to the dammed lake 2 with a bank section 1 in between, water is infilled into the drain hose 5. In this case, a water flow running over the halfway bank section 1 from the dammed lake 2 and headed to the drainage position 3 on the opposite side takes places in the drain hose 5 by the principle of siphon, and the water in the dammed lake 2 is continuously discharged to the drainage position 3.
摘要翻译：要解决的问题：提供一种用于堰塞湖的排水方法，使得堰塞湖中的水能够在不使用排水泵的情况下容易且快速地排放。解决方案：在排水软管5穿过堰坝2和在与堤坝2相对的一侧上的排水位置3，其间具有堤岸部分1，水被排放到排水软管5中。在这种情况下，水流从堤坝2的中途堤岸部分1延伸，朝向相对侧的排水位置3，通过虹吸管的原理进行排水软管5的位置，并且被拦截的湖2中的水被连续地排放到排水位置3。

8. 发明专利

JP2013117100A Bag body fixture and natural ground reinforcement material using the same 有权
标题翻译： BAG身体和自然地面加固材料
公开(公告)号：JP2013117100A
公开(公告)日：2013-06-13
申请号：JP2011264037
申请日：2011-12-01
申请人： Ohbayashi Corp , 株式会社大林組 , Sanshin Corp , 三信建設工業株式会社 , Osaka Bosui Constr Co Ltd , 株式会社大阪防水建設社 , Ashimori Ind Co Ltd , 芦森工業株式会社 , Moriya Koki Kk , 守谷鋼機株式会社
发明人： YAMAMOTO AKIRA , INAGAWA YUSEN , TAKITA YASUYUKI , YAMAZAKI JUNICHI , TANIMURO HIROHISA , KARASAKI KAZUTAKA , KURATA MASAHIRO , NASU ATSUSHI , SHIMIZU NOBUTOSHI
IPC分类号： E02D17/18 , E02D5/80 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To prevent leakage of a grout material from end portions of a bag body even if an internal pressure of the bag body is increased.SOLUTION: A pinching member 11 and a pinching member 12 constituting a bag body fixture 6 have core material insertion holes 27 and 20 individually formed thereon. Female screw holes 21 into which leading ends of bolts 14 are screwed are formed on the pinching member 12 while bolt insertion holes 26 through which the bolts 14 are inserted are being formed on the pinching member 11. The bolts 14 are configured so as to be able to pinch each end portion peripheral 61 of a bag body 3 between the pinching member 11 and one end of an annular member 13 and between the other end of the annular member 13 and the pinching member 12, respectively, while mutually drawing the pinching member 11 and the pinching member 12 along an axis of a member of a core material 2.
摘要翻译：要解决的问题：即使袋体的内部压力增加，也可防止水泥浆料从袋体的端部泄漏。解决方案：构成袋体固定件6的夹持构件11和夹持构件12分别形成有芯材插入孔27和20。螺栓14的前端螺纹拧入的螺纹孔21形成在夹持构件12上，螺栓14插入的螺栓插入孔26形成在夹持构件11上。螺栓14构造成能够分别在夹持构件11和环状构件13的一端之间以及环状构件13的另一端和夹持构件12之间夹持袋体3的每个端部周边61，同时相互拉伸夹持构件 11和夹持构件12沿着芯材2的构件的轴线。版权所有（C）2013，JPO＆INPIT

9. 发明专利

JP2013117095A Bag body fastener 有权
标题翻译：袋身体紧固件
公开(公告)号：JP2013117095A
公开(公告)日：2013-06-13
申请号：JP2011263914
申请日：2011-12-01
申请人： Ohbayashi Corp , 株式会社大林組 , Sanshin Corp , 三信建設工業株式会社 , Osaka Bosui Constr Co Ltd , 株式会社大阪防水建設社 , Ashimori Ind Co Ltd , 芦森工業株式会社 , Moriya Koki Kk , 守谷鋼機株式会社
发明人： YAMAMOTO AKIRA , INAGAWA YUSEN , TAKITA YASUYUKI , YAMAZAKI JUNICHI , TANIMURO HIROHISA , KARASAKI KAZUTAKA , KURATA MASAHIRO , NASU ATSUSHI , SHIMIZU NOBUTOSHI
IPC分类号： E02D17/20 , E02D5/80 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To prevent leakage of a grout material from an end of a bag body even when inner pressure of the bag body increases.SOLUTION: An inventive bag body fastener 1 includes: an inner sleeve 6 through which a core material 4 is inserted and is fastened to the core material; and an outer sleeve 8 which is arranged coaxially with the inner sleeve and inserts an end peripheral edge 7 of a bag body 2 between the outer sleeve 8 and the inner sleeve 6. The inner sleeve 6 is constituted of an inner sleeve body 9 fastened to the core material 4 and a press-holding part 10 extended from the inner sleeve body 9 outward of a radial direction on the side arranged with the bag body 2. A contact surface 22 to which an end opening 21 of the outer sleeve 8 is abutted through an end peripheral edge 7 of the bag body 2 is formed on the press-holding part 10. The bag body fastener 1 is provided with a movement restriction member 23 which is detachably attached to the outer peripheral surface of the inner sleeve body 9 on the side opposite to the side arranged with the bag body 2. A contact surface 25 to which an end opening 24 of the outer sleeve 8 is abutted through the end peripheral edge 7 of the bag body 2 is formed on the movement restriction member.
摘要翻译：要解决的问题：即使当袋体的内部压力增加时，也可防止水泥浆材料从袋体的端部泄漏。解决方案：本发明的袋体紧固件1包括：内套筒6，芯材4插入并固定到芯材上; 以及外套筒8，其与内套筒同轴配置，并将袋体2的端部周缘7插入在外套筒8和内套筒6之间。内套筒6由内套筒体9 芯材4和压力保持部10从内筒体9向径向外侧延伸设置在袋体2的一侧。外套筒8的端部开口21抵接的接触面22 通过袋体2的端部周缘7形成在压力保持部10上。袋体紧固件1设置有移动限制构件23，该移动限制构件23可拆卸地附接到内侧袖体9的外周面上与袋体2的一侧相反的一侧。外套筒8的端部开口24通过袋主体2的端部周缘7抵接的接触面25形成在移动限制部件上。版权所有（C）2013，JPO＆INPIT

10. 发明专利

JP2013007191A Natural ground reinforcing material 有权
标题翻译：天然地基增强材料
公开(公告)号：JP2013007191A
公开(公告)日：2013-01-10
申请号：JP2011139939
申请日：2011-06-23
申请人： Ohbayashi Corp , 株式会社大林組 , Sanshin Corp , 三信建設工業株式会社 , Osaka Bosui Constr Co Ltd , 株式会社大阪防水建設社 , Ashimori Ind Co Ltd , 芦森工業株式会社 , Moriya Koki Kk , 守谷鋼機株式会社
发明人： YAMAMOTO AKIRA , INAGAWA YUSEN , TAKITA YASUYUKI , YAMAZAKI JUNICHI , TANIMURO HIROHISA , KARASAKI KAZUTAKA , KURATA MASAHIRO , NASU ATSUSHI , SHIMIZU NOBUTOSHI
IPC分类号： E02D17/20 , E02D5/80
摘要： PROBLEM TO BE SOLVED: To prevent a grout material from being leaked from an end portion of a bag body even if a great force acts on the end portion such as when an injection pressure of the grout material is high, or the like.SOLUTION: A natural ground reinforcing material 1 comprises a core 2, a bag body 3 of which both ends are fixed to the core 2 while inserting the core therethrough, a sleeve 12 in which an end portion edge vicinity 11 of the bag body 3 is inserted together with the core 2, an outer pressing nut 15 which is fixed to the core 2 at a position outside of the bag body 3 so as to be confronted with the sleeve, and an inner pressing nut 14 which is fixed to the core 2 at a position inside of the bag body 3 and while being abutted to the end portion of the sleeve 12. The outer pressing nut 15 is screwed with a male screw 16 formed on a circumferential surface of the core 2 outside of the bag body 3, and the end portion edge vicinity 11 of the bag body 3 inserted from an end portion of the sleeve 12 closer to a side where the bag body 3 is installed can be held between opposite-side end portion of the sleeve.
摘要翻译：要解决的问题：为了防止灌浆材料从袋体的端部泄漏，即使当诸如灌浆材料的注射压力高的等等作用在端部上的大的力时，等等。解决方案：天然地面增强材料1包括芯体2，袋体3，其两端固定在芯体2上，同时将芯体插入其中;套管12，其中袋子的端部边缘附近11 主体3与芯体2一起插入外部按压螺母15，该外部按压螺母15在袋体3的外侧与套筒相对的位置固定在芯部2上，内部按压螺母14固定在芯体2位于袋主体3的内侧并与套筒12的端部抵接的位置。外挤压螺母15与形成在芯部2的外周面上的外螺纹16螺纹连接，主体3和从套筒12的靠近安装袋体3的一侧插入的袋体3的端部边缘附近11可以保持在套筒的相对侧端部之间。版权所有（C）2013，JPO＆INPIT

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