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1. 发明专利

JP2011021352A Construction set and bag body for injecting back-filling material, segment, and method for constructing tunnel 有权
标题翻译：用于注射回填材料，分段和构造隧道的方法的构造集和袋体
公开(公告)号：JP2011021352A
公开(公告)日：2011-02-03
申请号：JP2009166008
申请日：2009-07-14
申请人： Ashimori Industry Co Ltd , Three Bond Co Ltd , Three Bond Unicom Kk , Zenitaka Corp , スリーボンドユニコム株式会社 , 株式会社スリーボンド , 株式会社錢高組 , 芦森工業株式会社
发明人： SAITO MASARU , MORI MASATSUGU , NAKAMURA KEIICHI , MIYAZAKI KYOTARO , KOBAYASHI YUTAKA , YASUSHIGE SATOSHI
IPC分类号： E21D11/00 , E21D11/04 , E21D11/08 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To easily complete a segment with a bag body, to which the bag body is bonded on a job site; and to construct a tunnel while preventing a back-filling material etc. from flowing out ahead of the outside of a shield machine and flowing in ahead of the inside of the shield machine, without damaging the bag body. SOLUTION: The bag body for back-filling is bonded to an outer peripheral surface of the segment by means of an adhesive on the job site, so that the segment with the bag body can be easily completed. This makes it unnecessary to take the trouble to work the segment itself so that the bag body for back-filling can be provided, and enables the manufacturing cost of the segment itself to be kept low. Additionally, since a protective sheet material is stuck on the bag body for back-filling, the bag body for back-filling can be used without being damaged by a tail brush which is provided in the shield machine; and the bag body can be expanded by injecting the back-filling material into the bag body, so as to fill a void between the bag body and an inner surface of natural ground in the bored tunnel. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了容易地在工作现场完成袋体粘合的袋体的部分; 并且在防止背部填充材料等从屏蔽机器的外部流出并在屏蔽机器的内部流动之前构建隧道而不损坏袋体。解决方案：用于回填的袋体通过在作业现场的粘合剂粘合到片段的外周表面，从而可以容易地完成具有袋体的部分。这样就不用麻烦地对片段进行工作，从而能够提供用于背部填充的袋体，并且能够将片段本身的制造成本保持为低。此外，由于将保护片材粘贴在袋体上进行背面填充，所以可以使用用于回填的袋体，而不会被设置在屏蔽机器中的尾刷损坏; 并且可以通过将填充材料注入到袋体中来使袋体膨胀，从而填充袋体与钻孔中的自然地面的内表面之间的空隙。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2009102836A Sealing method for civil engineering work 有权
标题翻译：公民工程工程密封方法
公开(公告)号：JP2009102836A
公开(公告)日：2009-05-14
申请号：JP2007273821
申请日：2007-10-22
申请人： Ashimori Ind Co Ltd , Metropolitan Expressway Co Ltd , Oriental Shiraishi Corp , オリエンタル白石株式会社 , 芦森工業株式会社 , 首都高速道路株式会社
发明人： IIJIMA HIROHIDE , OGASAWARA MASAFUMI , TERAJIMA YOSHIHIRO , KOYAKE TOMOYUKI , GOTO JUNICHI , NAKAMURA KEIICHI
IPC分类号： E02D19/16 , E02D29/16
摘要： PROBLEM TO BE SOLVED: To provide a sealing method for civil engineering work, which is easily carried out only with a low cost, for preventing water leakage and sand leakage from a gap between an earth retaining wall and an existing underground structure even if slight displacement such as an uplift occurs in the existing underground structure due to excavation etc. of the ground.
SOLUTION: The sealing method for the civil engineering work, is composed of: a bag body setting step of setting bag bodies in the gap between a secondary earth retaining wall fixed to the earth retaining wall and the existing underground structure; and a self-hardening liquid resin injection step of injecting a self-hardening liquid resin 100 having an elasticity after hardening, into each bag body 50 at an injection pressure not smaller than an external water pressure that is a water pressure applied to the gap from the ground.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种土地工程的密封方法，其容易地以低成本进行，用于防止从挡土墙和现有地下结构之间的间隙漏水和漏砂甚至如果由于地面的挖掘等而在现有的地下结构中发生轻微的位移如隆起。解决方案：土木工程的密封方法包括：将固定在挡土墙上的二次侧挡土墙与现有地下结构之间的间隙内的袋体设置的袋体设置步骤; 以及自硬化液体树脂注入步骤，其在硬化后具有弹性的自硬化液体树脂100以不小于施加到间隙上的水压的外部水压的注射压力注入到每个袋体50中地面。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2005016266A Ground reinforcing method and ground reinforcing structure by the method 有权
标题翻译：地基强化方法和地基强化结构的方法
公开(公告)号：JP2005016266A
公开(公告)日：2005-01-20
申请号：JP2003186194
申请日：2003-06-30
申请人： Ashimori Ind Co Ltd , East Japan Railway Co , Totetsu Kogyo Co Ltd , 東日本旅客鉄道株式会社 , 東鉄工業株式会社 , 芦森工業株式会社
发明人： TAMITSU SEIJI , SATA SHOJI , SESHIMO TAKAO , TSUCHIDA DAISUKE , KARASAKI KAZUTAKA , NAKAMURA KEIICHI
IPC分类号： E02D17/18
摘要： PROBLEM TO BE SOLVED: To facilitate construction while securing high strength without upheaving the ground.
SOLUTION: This ground reinforcing method has an excavating process for forming an excavated hole 7 of 60-100 mm in bore in a direction wherein the depth of the ground becomes larger from a base course 5 from the horizontal surface with respect to the base course 5, in the face of slope 2 of depth exceeding 1 mm from the base course 5; an insertion process for inserting a ground reinforcing bag body 3 formed of a woven fabric wherein small diameter parts 10 slightly larger than the excavated hole 7 and large diameter parts 9 which are 1.3-2.0 times larger than the small diameter parts 10 are formed in alternate continuation to an axial direction, and a steel rod 8 installed in the ground reinforcing bag body 3; and a hardening process for pressure-injecting a self-curing fluid 14 into the ground reinforcing bag body 3 inserted in the excavated hole 7, to expand the ground reinforcing bag body 3 and to harden the ground reinforcing bag body 3.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了便于施工，同时确保高强度，而不会使地面上。解决方案：这种地面加固方法具有挖掘工艺，用于在从水平表面相对于地面的基底层5从地面的深度变大的方向上形成孔中具有60-100mm的挖掘孔7 基础课程5，面对距基础课程5深度超过1毫米的斜坡2; 形成由编织物形成的地面增强袋体3的插入方法，其中形成比小直径部分10大1.3倍〜2.0倍的小径部分10比挖掘孔7稍大的大直径部分9和大直径部分9 延伸到轴向方向，以及安装在地面加强袋主体3中的钢棒8; 以及将自身固化液14压入插入到挖掘孔7内的地面加强用袋体3内的硬化工序，使地面加强袋体3膨胀，使加固袋体3硬化。（C）2005，JPO＆NCIPI

4. 发明专利

JP2004204522A Natural-ground reinforced earth method and natural-ground reinforced earth member used for it 有权
标题翻译：天然地面强化地球方法和天然地基强化地球用户
公开(公告)号：JP2004204522A
公开(公告)日：2004-07-22
申请号：JP2002374073
申请日：2002-12-25
申请人： Ashimori Ind Co Ltd , 芦森工業株式会社
发明人： KARASAKI KAZUTAKA , NAKAMURA KEIICHI
IPC分类号： E02D5/80 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a natural-ground reinforced earth method, in which the integrality of a ground and the natural-ground reinforced earth member is improved by preventing a dispersion into the ground of self-hardening fillers and the development of the crack of the fillers, the solidification strength of the fillers is enhanced by promoting the discharge of excess water or the like and the ground such as a face of a slope is stabilized, and a natural-ground reinforced earth member used for the method.
SOLUTION: In the natural-ground reinforced earth method in which a baggy body 3 in which a front end section having approximately the same length as the excavation length L of the excavated pit 2 is closed is inserted into the pit 2 formed by drilling the ground 1 and self-hardening fillers 5 are injected into the baggy body 3, the diameter of the baggy body 3, in which the fillers 5 are injected, is expanded at a value larger than the diameter D of at least the pit 3 extensively over an overall length by pressing and injecting the fillers 5 while a drainage material 4 is disposed extensively over the overall length on the surface of the baggy body 3. In the method, the baggy body is installed so that the end section of the material 4 is led out outside the pit 2.
COPYRIGHT: (C)2004,JPO&NCIPI
摘要翻译：要解决的问题：提供一种天然地面增强土方法，其中通过防止自固化填料的分散进入地层和自然地面增强土体的整体性而得到改善，并且开发的填料的裂纹，通过促进过量的水等的排出，并且诸如斜面的表面的地面稳定化，填料的凝固强度得到增强，并且用于该方法的天然地面增强的土壤构件。解决方案：在自然地面增强土方法中，其中将具有与挖掘坑2的挖掘长度L大致相同长度的前端段封闭的宽松体3插入到由钻入地面1和自硬化填料5被注入袋状体3中，其中注入填料5的袋状体3的直径以至少凹坑3的直径D大的值膨胀通过挤压和注入填料5，在排水材料4广泛地布置在袋状物体3的表面上的整个长度上的情况下，在整个长度上大大地延伸。在该方法中，将袋体安装成使得材料的端部 4被引出了坑2外。版权所有（C）2004，JPO＆NCIPI

5. 发明专利

JP2010001675A Drain pipe and drain pipe burying method 有权
标题翻译：排水管和排水管道排水方法
公开(公告)号：JP2010001675A
公开(公告)日：2010-01-07
申请号：JP2008162268
申请日：2008-06-20
申请人： Ashimori Ind Co Ltd , Kajima Corp , Mitsubishi Materials Corp , 三菱マテリアル株式会社 , 芦森工業株式会社 , 鹿島建設株式会社
发明人： DATE KENSUKE , YAMAMOTO TAKUJI , IWANO KEITA , YOKOTA YASUHIRO , KITAMOTO YUKIYOSHI , SATO TOSHIAKI , KAJISA FUKASHI , KOIKE TATSUO , OKAMURA AKIHIKO , MIYAZAKI KYOTARO , NAKAMURA KEIICHI , NAKAMURA KAZUYOSHI
IPC分类号： E21D9/04 , E21B3/00
摘要： PROBLEM TO BE SOLVED: To provide a drain pipe which can hardly cause expansion/contraction and torsion thereof even when buried in the ground using a rock drill, facilitate burying and connection work, and prevent breakage and degraded draining function, and to provide a drain pipe burying method.
SOLUTION: A jacket pipe 1 is connected to a lost bit 3 arranged at a front end of a rod 2, and buried in the ground according to advancing of the lost bit 3 that advances upon transmission of the rotational excavation force of a rock drill 8, that is transmitted via the rod 2. The jacket pipe 1 is provided with a pipe jacket 11, and a front end cap 12 and a rear end cap 13 are provided to the front end and the rear end of the pipe jacket. Further the jacket pipe has steel wires 16 extending between the front end cap 12 and the rear end cap 13.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供即使在使用凿岩机埋入地面时也难以引起膨胀/收缩和扭转的排水管，便于掩埋和连接工作，并且防止破裂和排水功能劣化，并且提供排水管埋埋方法。解决方案：夹套管1连接到布置在杆2的前端处的丢失的钻头3，并且根据丢失的钻头3的前进而被埋在地面中，该丢失的钻头3在传递一个凿岩机8通过杆2传递。护套管1设置有管套11，并且前端盖12和后端盖13设置在管套的前端和后端。此外，护套管具有在前端盖12和后端盖13之间延伸的钢丝16.版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2010001672A Drain pipe and drain pipe burying method 有权
标题翻译：用于管道的防尘防尘装置，管道清洁工作中的防尘防尘方法
公开(公告)号：JP2010001672A
公开(公告)日：2010-01-07
申请号：JP2008162179
申请日：2008-06-20
申请人： Ashimori Ind Co Ltd , Kajima Corp , Mitsubishi Materials Corp , 三菱マテリアル株式会社 , 芦森工業株式会社 , 鹿島建設株式会社
发明人： IWANO KEITA , DATE KENSUKE , YAMAMOTO TAKUJI , YOKOTA YASUHIRO , KITAMOTO YUKIYOSHI , SATO TOSHIAKI , YOSHIMI KAZUYA , MISAWA HIRONORI , OKAMURA AKIHIKO , MIYAZAKI KYOTARO , NAKAMURA KEIICHI , NAKAMURA KAZUYOSHI
IPC分类号： E21D9/04 , E21B3/00
摘要： PROBLEM TO BE SOLVED: To provide a drain pipe that can suitably prevent the damage or the like of the drain pipe due to friction between the drain pipe and a hole wall when burying the drain pipe underground using a rock drill, and to provide a drain pipe burying method. SOLUTION: A jacket pipe 1 is connected to a lost bit 3 provided at the tip of a rod 2, and buried underground with the advance of the lost bit 3 advanced by the transmission of rotary excavating force of the rock drill 8 transmitted through the rod 2. The jacket pipe 1 comprises a pipe jacket 11 provided with a tip mouthpiece 12 and a rear end mouthpiece 13 at the tip part and the rear end part thereof. A protective outer pipe 16 is provided around the pipe jacket 11, and a plurality of slits 17 are formed at the protective outer pipe 16. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种排水管，其能够适当地防止由于在使用凿岩机将排水管埋入地下时由于排水管与孔壁之间的摩擦而引起的排水管的损坏等，以及提供排水管埋埋方法。解决方案：夹套管1连接到设置在杆2的尖端处的丢失位3，并且通过传送的凿岩机8的旋转挖掘力的传递而使丢失的钻头3的前进地埋在地下护套管1包括在其顶端部分和后端部分处设置有尖端口部件12和后端接口管件13的管道护套11。保护外管16设置在管套11周围，多个狭缝17形成在保护外管16上。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2006052571A Water cutoff unit 有权
标题翻译：水切割装置
公开(公告)号：JP2006052571A
公开(公告)日：2006-02-23
申请号：JP2004234312
申请日：2004-08-11
申请人： Ashimori Ind Co Ltd , 芦森工業株式会社
发明人： HIROTSU JUNJI , NAKAMURA KEIICHI
IPC分类号： E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide a water cutoff unit which is arranged between an inner peripheral surface and an outer peripheral surface of an annular space formed near a mouth of a hole excavated in the ground, and functions to prevent water from flowing from the annular space to the outside, wherein the water cutoff unit is improved in water cutoff performance.
SOLUTION: The water cutoff unit is comprised of a flexible bag body 11 having an annular and hollow injection chamber 14, and an injection port 15 from which a filler is injected into the injection chamber 14, and is arranged in the annular space 9. When the filler is injected into the injection chamber 14, the bag body 11 inflates to make intimate contact with the inner peripheral surface and the outer peripheral surface of the annular space 9, to thereby perform water cutoff of the annular space 9.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种排水装置，其设置在形成在挖掘在地面上的孔口附近形成的环形空间的内周面与外周面之间，具有防止水流动的功能从环形空间到外部，其中，截水单元在截水性能方面得到改善。解决方案：截水单元由具有环形和中空注射室14的柔性袋体11和注射口15组成，注射口15将填料注入到注射室14中，并且布置在环形空间当填充物注入注射室14时，袋体11膨胀以与环形空间9的内周表面和外周表面紧密接触，从而进行环形空间9的截水。 P>版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2005163309A Method for surface layer treatment of soft ground, and surface layer treatment bag body and surface layer treatment reinforcing material used for the same 有权
标题翻译：软土地表层处理方法及表面层处理袋体和表面层处理加固材料的方法
公开(公告)号：JP2005163309A
公开(公告)日：2005-06-23
申请号：JP2003401053
申请日：2003-12-01
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： YOSHIKAWA TADASHI , KITAMOTO YUKIYOSHI , YOSHIDA TERU , TAJIMA SHINICHI , SHIBATA KENICHI , KARASAKI KAZUTAKA , GOTO JUNICHI , TSUJI KIYOMI , NAKAMURA KEIICHI
IPC分类号： E02D3/00 , D03D1/00 , D03D3/02
CPC分类号： B29C66/52251 , B29C65/54 , B29C66/112 , B29C66/1122 , B29C66/131 , B29C66/69 , B29C66/71 , B29C66/721 , B29L2028/00 , B29L2031/737 , B29C65/00 , B29K2067/00
摘要： PROBLEM TO BE SOLVED: To provide a method for surface layer treatment of the soft ground that can impart rigidity to a flexible planar reinforcing material with a comparatively simple rigid reinforcing body and easily lay the rigid reinforcing body on the soft ground at a low cost. SOLUTION: The planar reinforcing material 6 having flexibility is laid on the soft ground, and lattice-like bag bodies T formed of cylindrical woven fabric A, B are disposed on an upper face and/or a lower face of the planar reinforcing material 6. A solidifying fluid material is filled in the lattice-like bag bodies T to form the rigid reinforcing body. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于对柔性地面进行表面处理的方法，其可以用相对简单的刚性增强体赋予柔性平面增强材料刚性，并且可以在刚性增强体上将刚性增强体放置在软地面上低成本。解决方案：具有柔性的平面增强材料6铺设在软的地面上，由圆柱形织物A，B形成的格子状的袋体T设置在平面加强件的上表面和/或下表面上材料6.将凝固流体材料填充在格子状袋体T中以形成刚性增强体。版权所有（C）2005，JPO＆NCIPI

9. 发明专利

JP2005139667A Bag body for forming civil engineering structure, and civil engineering structure using it 有权
标题翻译：用于形成民用工程结构的BAG体，以及使用它的民用工程结构
公开(公告)号：JP2005139667A
公开(公告)日：2005-06-02
申请号：JP2003375709
申请日：2003-11-05
申请人： Ashimori Ind Co Ltd , 芦森工業株式会社
发明人： SHIBATA KENICHI , KARASAKI KAZUTAKA , GOTO JUNICHI , TSUJI KIYOMI , NAKAMURA KEIICHI
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a bag body for forming a civil engineering structure, wherein a crossing part has high bonding strength, which is lightweight and excellent in handleability, which facilitates work execution without reference to locational conditions on a job site, and which can reduce a construction period.
SOLUTION: In this bag body for forming the civil engineering structure, a tubular woven fabric A is provided with a large-diameter part 2 whose diameter is larger than diameters of other parts; an opening 3 is provided in the large-diameter part 2; an end 21 of another tubular woven fabric B is joined to the opening 3; and an injection port for a fluid material is provided in the tubular woven fabric B or the tubular woven fabric A.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于形成土木工程结构的袋体，其中交叉部分具有高的粘合强度，其重量轻且处理性优异，这有助于工作执行而不参照作业现场的位置条件，可以减少施工期。解决方案：在用于形成土木工程结构的该袋体中，管状织物A设置有直径大于其它部分直径的大直径部分2; 大直径部2设有开口部3，另一个管状织物B的端部21连接到开口3; 并且在管状织物B或管状织物A中设置用于流体材料的注射口。（C）2005年，JPO＆NCIPI

10. 发明专利

JP2004270710A Check valve for filling slurry 有权
公开(公告)号：JP2004270710A
公开(公告)日：2004-09-30
申请号：JP2003058051
申请日：2003-03-05
申请人： Ashimori Ind Co Ltd , 芦森工業株式会社
发明人： TSUKAZAKI KAZUTAKA , GOTO JUNICHI , NAKAMURA KEIICHI
IPC分类号： E21D11/00 , E04G21/02 , F16K15/14 , F16K15/20 , F16L55/10
摘要： PROBLEM TO BE SOLVED: To surely prevent a back flow of slurry to maintain pressure in forms 3, 17, 24, by surely closing discharge ports in such a manner that flow passages are rapidly narrowed by elastic force of elastic body tubes 13 with a state where slurry is poured in the forms 3, 17, 24 and the formes are sufficiently pressurized, and then pressure in press-in pipes 9, 23 is removed and tubular clothes 11 are brought into press-contact with the press-in pipes 9, 23. SOLUTION: The discharge ports 10 are formed in wall faces of the press-in pipes 9, 23 inserted into the forms 3, 17, 24 filled with slurry. The flexible tubular clothes 11 whose diameters are larger than diameters of the press-in pipes 9, 23 enough to cover the drain ports 10 are freely fitted to the outside of the press-in pipes 9, 23, and delivery ports 12 in the tubular clothes 11 are formed at positions sufficiently separated from the drain ports 10 of the press-in pipes 9, 23 . Elastic tubes 13 whose diameter is the same as or a little smaller than the diameters of the press-in pipes 9, 23 are fitted to the outside of the tubular clothes 11 so that the tubes 13 cover drain ports 10 of the press-in pipes 9, 23 and the delivery ports 12 of the tubular clothes 11. COPYRIGHT: (C)2004,JPO&NCIPI

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