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1. 发明专利

JP2012237138A Method for constructing continuous underground impervious wall and casing having separable spiral agitation member 有权
标题翻译：建立连续地下不正常墙壁和具有可分离的螺旋激发成员的壳体的方法
公开(公告)号：JP2012237138A
公开(公告)日：2012-12-06
申请号：JP2011106741
申请日：2011-05-11
申请人： Gratech Center Shimoda Co Ltd , 株式会社グラテクセンターシモダ , Lg:Kk , 株式会社エルジー
发明人： SHIMODA KAZUO
IPC分类号： E02D5/20 , E02D11/00
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing a continuous underground impervious wall and a casing having a separable spiral agitation member to be used in the method.SOLUTION: In a method for constructing a continuous underground impervious wall, a hardening filler 21 is placed in a vertical hole 23 bored in a soft ground 27 and a water cut-off bottomed cylindrical body 24 is inserted in the vertical hole, while at least any one of industrial waste including excavation surplus soil due to construction, concrete or mortar is packed, and the cylindrical body is embedded by self-sinking to be arranged in a prescribed position, and the outside of the water cut-off bottomed cylindrical body is filled with the hardening filler so as to form a water cut-off pile body with a double structure of the water cut-off bottomed cylindrical body and the hardening filler outside the cylindrical body. Also adjoining water cut-off pile bodies with the double structure are overlapped in the portion of the hardening filler with each other so as to form a consecutive continuous underground impervious wall, while the hardening filler between the adjoining water cut-off pile bodies with the double structure is agitated with a spiral agitation member 1, and after the spiral agitation member is pulled up, the hardening filler is hardened.
摘要翻译：要解决的问题：提供一种在该方法中使用的用于构造连续地下不透水壁的方法和具有可分离螺旋搅拌构件的壳体。解决方案：在连续的地下不透水壁的构造方法中，将固化填料21放置在软地面27中钻孔的垂直孔23中，并将水切断底筒体24插入垂直孔内，而至少包括由于施工造成的挖土剩余土壤，混凝土或砂浆的工业废物中的任何一种被包装，并且圆筒体通过自下沉被嵌入以排列在规定的位置，并且水截面的外面是有底的圆筒体填充有硬化填料，以形成具有双层结构的截水底筒和在筒体外的硬化填料的截水桩体。另外，邻接的具有双重结构的截水桩体在硬化填料的部分相互重叠，形成连续的连续地下不透水壁，而相邻的截水桩体与用螺旋搅拌构件1搅拌双重结构，在螺旋搅拌构件被拉起之后，硬化填料硬化。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2006144333A grout 审中-公开
标题翻译： GROUT
公开(公告)号：JP2006144333A
公开(公告)日：2006-06-08
申请号：JP2004333923
申请日：2004-11-18
申请人： Lg:Kk , Shimoda Gijutsu Kenkyusho:Kk , 有限会社シモダ技術研究所 , 株式会社エルジー
发明人： SHIMODA KAZUO , OTANI AKIRA
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide grout which has excellent properties as a cavity filler. SOLUTION: The grout is for use in filling a cavity in a structure, a cavity in the ground, or a cavity occurring in a boundary surface between a structure and the ground. The grout is formed by adding a non-plasticizer to a fluid suspension containing cement or the like as a main ingredient, and satisfies the following conditions (A) and (B). That is, (A) the grout does not flow without application of pressure, and (B) the grout flows under pressure of 0.0005 to 0.005 N/mm 2 . Thus the grout can be force-fed via a slender injection pipe, and finely filled in a narrow cavity. Further the grout can be positively injected in a target range without segregation or dilution by groundwater during the force-feeding or at the time of hardening after the injection. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供作为空腔填料具有优异性能的灌浆。解决方案：灌浆用于填充结构中的空腔，地面中的空腔或发生在结构和地面之间的边界表面中的空腔。通过向含有水泥等的流体悬浮液作为主要成分添加非增塑剂形成水泥浆，并且满足以下条件（A）和（B）。也就是说，（A）灌浆不施加压力而不流动，（B）灌浆在0.0005至0.005N / mm 2的压力下流动。因此，可以通过细长的注射管强力供给灌浆，并且精细地填充在狭窄的腔中。此外，在强制进给期间或在注射之后的硬化时，可以在目标范围内积极地注入灌浆而不会被地下水分离或稀释。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2006193597A Grout material 审中-公开
标题翻译： GROUT材料
公开(公告)号：JP2006193597A
公开(公告)日：2006-07-27
申请号：JP2005005845
申请日：2005-01-13
申请人： Lg:Kk , Shimoda Gijutsu Kenkyusho:Kk , 有限会社シモダ技術研究所 , 株式会社エルジー
发明人： SHIMODA KAZUO , OTANI AKIRA , KATO KAZUO
IPC分类号： C09K17/10 , C04B22/14 , C04B28/02 , C04B111/70 , C09K17/02 , C09K17/08 , C09K103/00
摘要： PROBLEM TO BE SOLVED: To obtain a grout material that hardly causes bleeding and material separation and has excellent fluidity and adhesiveness in spite of being a grout material using electrolytic ion water as preparation water.
SOLUTION: The grout material is injected and filled into voids of a structure or ground or voids existing on an interface between a structure and ground, is obtained by adding 5-15 vol.% based on water in the grout of aluminium sulfate calculated to have 8.1% Al
2 O
3 content to a mortar comprising a cement, a primary mineral substance particle and electrolytic ion-containing water as main components and is provided with adhesiveness. Since an adhesive aluminum hydroxide gel containing a large amount of water is formed by a reaction between alkali components such as calcium hydroxide, etc., contained in the cement and an acidic aluminum salt contained in the aluminium sulfate and the gel contains water in the grout, bleeding is reduced, material separation is prevented by imparting adhesiveness, and properties of improved fluidity and excellent adhesiveness are exhibited.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了获得难以引起渗色和材料分离的灌浆材料，并且尽管是使用电解离子水作为制备水的灌浆材料，并且具有优异的流动性和粘附性。
解决方案：将灌浆材料注入并填充到结构或地面的空隙中，或存在于结构和地面之间的界面上的空隙，通过在硫酸铝浆料中加入5-15体积％的水计算为含有水泥，主要矿物质颗粒和含电解质离子的水作为主要成分的砂浆的8.1％的Al 3 SB 3 O 3 SB 3含量，并且具有粘合性。由于含有大量水的粘合氢氧化铝凝胶通过水泥中所含的碱性成分如氢氧化钙等与硫酸铝中所含的酸性铝盐之间的反应形成，并且凝胶在水泥浆中含有水，渗色减少，通过赋予粘合性来防止材料分离，表现出改善的流动性和优异的粘合性的性质。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2005041895A Grout material and method for injecting 有权
标题翻译： GROUT材料和注入方法
公开(公告)号：JP2005041895A
公开(公告)日：2005-02-17
申请号：JP2003199605
申请日：2003-07-22
申请人： Lg:Kk , Shimoda Gijutsu Kenkyusho:Kk , 有限会社シモダ技術研究所 , 株式会社エルジー
发明人： SHIMODA KAZUO , OTANI AKIRA , KATO KAZUO
IPC分类号： C04B22/06 , B28C7/00 , C04B22/08 , C04B28/02 , C04B111/70 , C09K17/02 , C09K17/08 , C09K17/10 , C09K103/00
摘要： PROBLEM TO BE SOLVED: To propose a means for using electrolyte ionic water as mixed water and to provide a low-viscosity grout material having good fluidity and excellent pressure-sensitive adhesion and scarcely causing bleeding even in the absence of fresh-water. SOLUTION: The grout material is used for injecting and filling cavities in the ground or cavities present in the boundary surface of the ground and a structure. The grout material is composed by mixing cement with an acidic aluminum salt and water containing the electrolyte ions. The method for injecting the grout is carried out as follows. Both a mixture liquid of the cement with the water containing electrolyte ions as a liquid A and an acidic aluminum salt solution as a liquid B are joined and mixed at an injection tip and then injected. The grout material has characteristics of the low viscosity, good fluidity and excellent pressure-sensitive adhesion though the bleeding is scarcely caused. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提出使用电解质离子水作为混合水的方法，并提供具有良好流动性和优异的压敏粘合性的低粘度灌浆材料，即使在没有淡水的情况下也几乎不引起渗色。解决方案：灌浆材料用于注入和填充存在于地面边界表面的地面或空腔中的空洞以及结构。灌浆材料是由水泥与酸性铝盐混合而成的水和含有电解质离子的水。注入水泥浆的方法如下进行。将水泥与含有电解质离子的水作为液体A和作为液体B的酸性铝盐溶液的混合液都在注射端接合并混合，然后注入。灌浆材料具有低粘度，良好的流动性和优异的压敏粘合性，但几乎不引起渗血。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2013217100A Pressure feed injection method of two-liquid grout 审中-公开
标题翻译：两液注射压力注入方法
公开(公告)号：JP2013217100A
公开(公告)日：2013-10-24
申请号：JP2012088542
申请日：2012-04-09
申请人： Shimoda Gijutsu Kenkyusho:Kk , 有限会社シモダ技術研究所 , Lg:Kk , 株式会社エルジー
发明人： SHIMODA KAZUO , KICHIJIMA SEI
IPC分类号： E21D11/00 , E21F15/00
摘要： PROBLEM TO BE SOLVED: To remove a hardening grout in an injection pipe without washing with water.SOLUTION: A pressure feed injection method of a two-liquid grout includes: a first step for separately press-feeding a first liquid comprising a non-self-hardening liquid mixture A obtained by mixing slag, water glass, and bentonite and a non-self-hardening liquid mixture B obtained by mixing lime and bentonite, and a second liquid comprising the liquid mixture B and the liquid mixture A, and then injecting and filling a hardening grout obtained by mixing the first and second liquids at a junction part of a filling point; and a second step for leaving the first and second liquids remained in force-feed tubes located above the junction part as they are without removing them after completion of the injection and filling after the first step, and removing the hardening grout remained in an injection tube located below the junction part by the first liquid, air, or the self-weight of the hardening grout.
摘要翻译：要解决的问题：在没有用水洗涤的情况下去除注射管中的硬化浆料。解决方案：双液体灌浆的压力进料注射方法包括：第一步骤，用于单独地加压包含非自身的第一液体通过混合矿石，水玻璃和膨润土获得的硬化液体混合物A和通过混合石灰和膨润土获得的非自硬化液体混合物B和包含液体混合物B和液体混合物A的第二液体，然后注入并且在填充点的连接部分处填充通过混合第一和第二液体获得的硬化浆料; 并且在第一步骤之后，在完成注射和填充之后，将第一和第二液体留在存在于接合部分上方的强力供给管中的第二步骤，而不去除它们，并且将残留在注射管中的硬化浆料位于连接部分下方的第一液体，空气或硬化灌浆的自重。

6. 发明专利

JP2013064238A Two-liquid grout injection method 审中-公开
标题翻译：两液注射方法
公开(公告)号：JP2013064238A
公开(公告)日：2013-04-11
申请号：JP2011202209
申请日：2011-09-15
申请人： Shimoda Gijutsu Kenkyusho:Kk , 有限会社シモダ技術研究所 , Lg:Kk , 株式会社エルジー
发明人： SHIMODA KAZUO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a two-liquid grout injection method capable of forcibly feeding cement particles without letting them settle due to occurrence of breathing of cement milk, and immediately changing a concentration of the cement milk according to an injection state.SOLUTION: In the two-liquid grout injection method, A liquid comprising cement milk containing 700-1200 kg of cement per grout 1 mby regular cement conversion and B liquid comprising water and a water glass solution for which part of water is replaced with water glass are forcibly fed separate from each other, and they are merged near a grout injection port, mixed, adjusted to a set composition, and injected.
摘要翻译：要解决的问题：提供一种双液体灌浆注射方法，其能够强制喂养水泥颗粒，而不会由于水泥浆的呼吸而使它们沉降，并且根据注射状态立即改变水泥乳的浓度。
解决方案：在双液体灌浆注射方法中，通过常规水泥转化和B液体，将含有700-1200kg水泥的水泥的水泥每1/1 / SP SP =“POST”> 3 将水和水玻璃溶液用水玻璃替代，将水分彼此强制地进行供给，并将它们在灌浆注入口附近合并，混合，调整为固化组合物，并注入。版权所有（C）2013，JPO＆INPIT

7. 发明专利

JP2009119442A Treating method of sludge 有权
标题翻译：污泥处理方法
公开(公告)号：JP2009119442A
公开(公告)日：2009-06-04
申请号：JP2007299498
申请日：2007-11-19
申请人： Lg:Kk , Shimoda Gijutsu Kenkyusho:Kk , 有限会社シモダ技術研究所 , 株式会社エルジー
发明人： SHIMODA KAZUO , KAWAMOTO KEIZO , KATO KAZUO
IPC分类号： C02F11/00 , E21D9/13
摘要： PROBLEM TO BE SOLVED: To provide a treating method of sludge by which sludge produced at a job site can be certainly subjected to neutral agglomeration. SOLUTION: In a method for treating the sludge produced at construction works or in chemical plants or the like by agglomeration, the sludge is blended with alkali silicate and an acidic agent and is adjusted to pH 5.8 or below, then an acid expending agent is added thereto to make the sludge be in a neutral region of pH 5.8 to 8.6 and to agglomerate the sludge to hardness of 200 kN/m 2 or more by cone index. To be concrete, for example, the sludge is blended with alkali silicate and successively with the acidic agent while moving the sludge by agitation using a stirrer or the sludge is blended with the acidic agent, alkali silicate and further an acid expending agent in order. Thus the sludge as industrial waste is certainly subjected to neutral agglomeration at the job site and then can be widely reutilized for a bank, reclamation, landfill, backfilling and the like. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种污泥的处理方法，由此在作业现场产生的污泥可以肯定地经历中性聚集。解决方案：在用于处理在建筑工程或化学工厂等中通过附聚产生的污泥的方法中，将污泥与碱性硅酸盐和酸性试剂混合并调节至pH5.8或更低，然后将酸消耗添加剂以使污泥处于pH 5.8〜8.6的中性区域，并通过锥度指数使污泥团聚至200kN / m 2以上的硬度。具体而言，例如，将污泥与碱性硅酸盐一起掺入酸性试剂中，同时用搅拌器搅拌移动污泥，或者将污泥与酸性剂，碱性硅酸盐和酸性膨胀剂按顺序共混。因此，作为工业废弃物的污泥在施工现场肯定受到中立的凝聚，然后可以广泛地再利用于银行，填埋，填埋，回填等。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2008291057A Grout and method of grouting by using the same 有权
标题翻译： GROUT及其使用方法
公开(公告)号：JP2008291057A
公开(公告)日：2008-12-04
申请号：JP2007135249
申请日：2007-05-22
申请人： Lg:Kk , Shimoda Gijutsu Kenkyusho:Kk , 有限会社シモダ技術研究所 , 株式会社エルジー
发明人： SHIMODA KAZUO , KATO KAZUO
IPC分类号： C09K17/12 , C09K17/02 , C09K17/06 , C09K17/46 , C09K103/00 , E02D3/12
CPC分类号： C04B40/0039 , C04B28/18 , C04B40/065 , C04B2111/00146 , C04B2111/00215 , C04B2111/70 , Y02W30/94 , C04B12/04 , C04B18/141
摘要： PROBLEM TO BE SOLVED: To provide a grout capable of eliminating washing with water on completing a work although it is a two liquid type, and a method for grouting the same. SOLUTION: This grout consisting of slag, lime and water glass as essential components is constituted by setting a self-curable mixed liquid consisting of the slag and water glass containing 5.3 to 0.50 wt.% water glass of ≥JIS 3 grade material by molar ratio based on Na 2 O as liquid A and a non-self-curable suspension consisting of the lime as liquid B, and curing the slag in the liquid A by mixing the liquid A with liquid B. Since the slag is not cured for around 10 days, it is not necessary to wash a dispense line, etc., to a flow-unifying part of mixing the liquid A with liquid B with water everyday even in a construction of which execution has a time restriction or in a back filling work of a sealed tunnel having a long compression sending distance. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在完成工作时用水清洗的灌浆，尽管它是两种液体型，以及用于灌浆的方法。
解决方案：由渣，石灰和水玻璃作为必需组分组成的灌浆是由含有5.3至0.50重量％≥JIS3级材料的水玻璃的炉渣和水玻璃组成的自固化混合液体构成的基于作为液体A的Na 2 SBO 2的摩尔比和由石灰作为液体B组成的非自固化悬浮液，并且通过将液体A与液体B混合来固化液体A中的炉渣由于炉渣未固化约10天，因此即使在执行具有的结构中也不需要将分配管线等洗涤到液态A与液体B每天混合的流动一体化部分具有长压缩发送距离的密封隧道的时间限制或后填充工作。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2003003458A Ground improvement method 审中-公开
标题翻译：地面改良方法
公开(公告)号：JP2003003458A
公开(公告)日：2003-01-08
申请号：JP2001191621
申请日：2001-06-25
申请人： Chem Grouting Co Ltd , Lg:Kk , Shimoda Gijutsu Kenkyusho:Kk , ケミカルグラウト株式会社 , 有限会社シモダ技術研究所 , 株式会社エルジー
发明人： SHIBAZAKI MITSUHIRO , SHIMODA KAZUO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a ground improvement method capable of making press-fit of a fluid hardener without being required for any special large-sized mechanical equipment and forming a massive body by a non-fluid hardener in the ground.
SOLUTION: Binary hardeners (L1 and L2) solidified by mixing two liquids with the hardener are used, the binary hardeners are separately conveyed to inject them into the ground (E) from an injection means (4), and the massive body (G) is formed by mixing the binary hardeners (L1 and L2) into the ground (E) by a mixing means (8) to solidify.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种能够对流体硬化剂进行压配合的地面改进方法，而不需要任何特殊的大型机械设备，并且通过地面中的非流体硬化剂形成大块体。解决方案：使用通过将两种液体与硬化剂混合而固化的二元硬化剂（L1和L2），分别输送二元硬化剂，从注射装置（4）将其注入地面（E），将大块体（G）通过混合装置（8）将二元硬化剂（L1和L2）混合到地面（E）中以固化而形成。

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