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1. 发明专利

JPH11280012A Substrate material of normal temperature mixed cement asphalt compound type 失效
标题翻译：正常温度混合水泥沥青混合料的基材
公开(公告)号：JPH11280012A
公开(公告)日：1999-10-12
申请号：JP8408498
申请日：1998-03-30
申请人： Nichireki Co Ltd , Sumitomo Osaka Cement Co Ltd , ニチレキ株式会社 , 住友大阪セメント株式会社
发明人： AKU KENICHI , TANAKA NOBUYUKI , KOBAYASHI SHIGEHIRO , ITO AKIRA , SUZUKI TOORU , HIRAOKA TOMIO
IPC分类号： E01C7/30
摘要： PROBLEM TO BE SOLVED: To reduce permeability and hardening time without generation of cutback by mixing a modified asphalt emulsion and a thermosetting resin emulsion with aggregate of specified size.
SOLUTION: The maximum size of aggregate is not more than 5 mm. If it exceeds the level the permeability of bedrock increase while the strength decreases. The use amount of hydraulic inorganic material is 5-15 wt.pts. and if it is below the range the rigidity of substrate material after hardened increases while the bending characteristic decreases if it exceeds the range to cause generation of cracking. The use amount of modified asphalt emulsion is 10-25 wt.pts. and if it is below the range a specified permeability is not attained while the stability decreases if it is over the range. The use amount of thermosetting resin emulsion is 1.5-6 wt.pts. and if it is below the range the durability decreases while the shock resistance decreases if it is over the range. In forming the bedrock of road, execution of pavement may be done under a normal temperature. Accordingly, there occurs no cutback or swelling phenomenon of front surface material, and the hardening time can be reduced.
COPYRIGHT: (C)1999,JPO
摘要翻译：要解决的问题：通过将改性沥青乳液和具有规定尺寸的聚集体的热固性树脂乳液混合，来减少渗透性和硬化时间而不产生切割。解决方案：骨料的最大尺寸不超过5毫米。如果超过水平，则基岩的渗透率随着强度的降低而增加。水硬性无机材料的使用量为5-15重量ppm。如果低于该范围，则如果超过使开裂产生的范围，则弯曲特性降低后，硬化后的基材的刚性增加。改性沥青乳液的使用量为10-25wt。如果低于规定的导磁率的范围，而如果超过该范围则稳定性降低。热固性树脂乳液的使用量为1.5-6重量ppm。如果低于该范围，耐久性降低，而如果超过该范围，则抗冲击性降低。在形成路基时，路面的施工可以在常温下进行。因此，不会发生前表面材料的削减或膨胀现象，并且可以降低硬化时间。

2. 发明专利

JP2013079513A Flow value adjustment method, attapulgite liquid manufacturing method, and hardener 审中-公开
标题翻译：流量调整方法，无机液体制造方法和硬化剂
公开(公告)号：JP2013079513A
公开(公告)日：2013-05-02
申请号：JP2011219525
申请日：2011-10-03
申请人： Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： TANAKA NOBUYUKI , MIYAWAKI KENJI , YOSHIHARA MASAHIRO
IPC分类号： E02D3/00 , C04B14/10 , C04B28/02
摘要： PROBLEM TO BE SOLVED: To provide a flow value adjustment method which allows the flow value of an attapulgite liquid to be easily adjusted without blending of a plasticizer or the like.SOLUTION: Provided is a flow value adjustment method for adjusting the flow value of an attapulgite liquid composed of a kneading liquid in which an attapulgite and water are kneaded with a rotating stirrer. The rotational frequency of the stirrer or the kneading period is adjusted on the basis of the kneading liquid flow value.
摘要翻译：要解决的问题：提供一种流量值调整方法，其允许在不混合增塑剂等的情况下容易地调节凹凸棒石液体的流动值。解决方案：提供一种流量值调节方法，用于调节由旋转搅拌器捏合绿坡缕石和水的捏合液组成的凹凸棒石液的流量值。基于捏合液流量值调节搅拌器的转速或捏合时间。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2011073918A Air mortar and air milk 有权
标题翻译： AIR MORTAR和AIR MILK
公开(公告)号：JP2011073918A
公开(公告)日：2011-04-14
申请号：JP2009227009
申请日：2009-09-30
申请人： Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： MIYAWAKI KENJI , TANAKA NOBUYUKI , ISHIKAWA KOZO , ARAKI ICHIJI , YOSHIHARA MASAHIRO
IPC分类号： C04B28/02 , C04B14/02
摘要： PROBLEM TO BE SOLVED: To provide an air mortar and an air milk, suitable to be used for reconstruction of roads or the like where damage such as depression is caused by earthquake or heavy rain. SOLUTION: The air mortar is charcterized by having a density of at most 0.4 t/m 3 prepared by using an extra rapid hardening cement. Also, the air milk is charcterized by having a density of at most 0.4 t/m 3 prepared by using the extra rapid hardening cement. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种适合用于重建由于地震或大雨引起的诸如抑郁症等损伤的道路等的空气砂浆和空气乳。
解决方案：通过使用额外的快速硬化水泥制备的密度为至多0.4t / m 3 / s的空气砂浆。此外，通过使用额外的快速硬化水泥制备的密度为至多0.4t / m 3 / s的空气牛奶。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2009249818A Grout material for adhesion of waterproof sheet, and construction method 有权
标题翻译：防水材料用粘结材料及施工方法
公开(公告)号：JP2009249818A
公开(公告)日：2009-10-29
申请号：JP2008095010
申请日：2008-04-01
申请人： Maeda Corp , Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社 , 前田建設工業株式会社
发明人： MINAMI KOSUKE , SHIRANE YUJI , KOMATSU TOSHIHIKO , WATABE TADASHI , YOSHIHARA MASAHIRO , TANAKA NOBUYUKI , AKAZAWA KAZUAKI , MIYACHI SOSUKE
IPC分类号： E21D11/10 , C04B14/10 , C04B20/00 , C04B28/02 , C04B111/70 , E21D11/04 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a grout material which is used to fill a gap between a waterproof sheet and an inner peripheral surface of a sprayed concrete pit wall, when the waterproof sheet having a buffer layer of a nonwoven fabric etc. or a water-permeable layer provided on an inner peripheral surface is laid and stretched on the inner peripheral surface of the concrete pit wall, after the sprayed concrete pit wall is installed in the bored tunnel, which has proper bond strength by preventing the occurrence of the slackness or separation of the waterproof sheet even if the waterproof sheet is put into an unstretched state after the hardening of the grout material, which can present the bond strength in a short period of time, which has proper fluidity, and which does not cause bleeding; and to provide a construction method for a cut-off structure of particularly a watertight tunnel etc. by using the ground material. SOLUTION: After the sprayed concrete pit wall is installed in the bored tunnel, the waterproof sheet having the buffer layer of the nonwoven fabric etc. or the water permeable layer provided on the inner peripheral surface is laid and stretched on the inner peripheral surface of the concrete pit wall, and the grout material fills the gap between the waterproof sheet and the inner peripheral surface of the sprayed concrete pit wall. The grout material contains a cement-based hydraulic composition with a Blaine specific surface area of 4,500 cm 2 /g or more, and a clay mineral with a Blaine specific surface area of 10,000 cm 2 /g or more. In the grout material, a flow value is in the range of 100-140 mm; a bleeding ratio is 0%; bond strength at a material age of 14 hours is 10 KN/m 2 or more; and compressive strength is 2 N/mm 2 or more. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于填充防水片和喷涂混凝土坑壁的内周面之间的间隙的灌浆材料，当具有无纺布等缓冲层的防水片时或者设置在内周面上的透水层在混凝土坑壁的内周面上被放置并拉伸，在喷射的混凝土坑壁安装在钻孔隧道中，其具有适当的粘结强度，防止发生防水片的松弛或分离，即使防水片在灌浆材料硬化后处于未拉伸状态，这可以在短时间内呈现具有适当流动性的粘合强度，并且不会引起流血的; 并且通过使用研磨材料来提供特别是水密隧道等的截止结构的施工方法。解决方案：将喷射后的混凝土坑壁安装在钻孔中，将具有无纺布等缓冲层的防水片或设置在内周面上的透水层在内周面混凝土坑壁的表面，灌浆材料填充防水片与喷射混凝土坑壁的内周面之间的间隙。灌浆材料包含具有4,500cm 2 / SP / g以上的布莱恩比表面积的水泥基水硬性组合物和具有10,000cm 2的Blaine比表面积的粘土矿物< / SP> / g以上。在灌浆材料中，流量值在100-140mm的范围内; 出血比例为0％; 材料年龄14小时的结合强度为10KN / m 2 SP SP 2以上; 压缩强度为2N / mm 2 / SP以上。版权所有（C）2010，JPO＆INPIT

5. 发明专利

JP2007045657A Plastic grout material and grouting method 有权
标题翻译：塑料格栅材料和组合方法
公开(公告)号：JP2007045657A
公开(公告)日：2007-02-22
申请号：JP2005231104
申请日：2005-08-09
申请人： Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： YOSHIHARA MASAHIRO , YOSHIDA MASAHIKO , MIYAWAKI KENJI , ISHIKAWA KOZO , TANAKA NOBUYUKI
IPC分类号： C04B28/08 , C04B7/02 , C04B7/12 , C04B7/19 , C04B7/26 , C04B7/28 , C04B14/10 , C04B22/06 , C04B22/14 , C04B22/16 , C04B24/26 , C04B28/02 , C04B28/14 , E02D3/12 , E21D11/00
CPC分类号： Y02P40/143 , Y02P40/145 , Y02W30/92 , Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a plastic injection (grout) material in which a liquid material or liquid mixture to be used does not harden and its fluidity does not fall off in a brief span of time, and to provide a method of solidifying the grout material at the point of time needing strength expression by injecting a stimulant into the grout material.
SOLUTION: This plastic grout material is obtained by mixing a milk (liquid A) which is prepared by kneading a gypsum with water and another milk (liquid B) in which a latent hydraulic material, plasticizer and water are kneaded, and agitating to gelate. The grout material further contains a retarder for keeping its unhardened state until hardening is required.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种塑料注射（灌浆）材料，其中使用的液体材料或液体混合物不会硬化，并且其流动性在短时间内不会脱落，并且提供一种方法通过在灌浆材料中注入刺激剂，在需要强度表达的时间点固化灌浆材料。解决方案：该塑料灌浆材料通过将通过捏合石膏与水混合的乳液（液体A）和其中混合潜伏性水性材料，增塑剂和水的另一种乳液（液体B）混合，并搅拌凝胶化灌浆材料还包含用于保持其未硬化状态直到需要硬化的缓凝剂。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2006283319A Gravity revetment, and method of preventing effusion of sediment from the revetment 审中-公开
标题翻译：重大改革和预防反倾销税的方法
公开(公告)号：JP2006283319A
公开(公告)日：2006-10-19
申请号：JP2005102066
申请日：2005-03-31
申请人： Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： YOSHIHARA MASAHIRO , HAMAHIRA SHINICHI , MIYAWAKI KENJI , ISHIKAWA KOZO , TANAKA NOBUYUKI
IPC分类号： E02B3/06 , E02B3/12
摘要： PROBLEM TO BE SOLVED: To provide a gravity revetment which facilitates repair thereof even under service conditions at a low repairing cost, and ensures the effect of the repair over a long period of time, and also to provide a method of preventing effusion of sediment from the revetment.
SOLUTION: The gravity revetment is constructed by securing a foundation riprap portion 1 therein, and arranging sediment 8 on a rear side thereof. According to the structure of the gravity revetment, the foundation riprap portion reaches an area lower than an LWL (Low Water Level), and at least part of cavities in the foundation riprap portion is filled with plastic grout 11. Preferably even the area lower than the LWL is filled with the plastic grout.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供即使在低维修成本的使用条件下也能够进行维修的重力护岸，并且确保长期修复的效果，并且还提供防止积液的方法的护岸沉积物。解决方案：重力挡板是通过将基础撕裂部分1固定在其中，并将沉积物8排列在其后侧构成的。根据重力护岸的结构，基础撕裂部分达到低于LWL（低水位）的区域，并且基础撕裂部分中的至少一部分空腔填充有塑料灌浆11.优选地，甚至低于 LWL充满了塑料灌浆。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2013079164A Hydraulic material and filler 审中-公开
标题翻译：液压材料和填料
公开(公告)号：JP2013079164A
公开(公告)日：2013-05-02
申请号：JP2011219537
申请日：2011-10-03
申请人： Zenitaka Corp , 株式会社錢高組 , Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： HARADA NAOYUKI , TAKENAKA KAZUYUKI , SAITO MASARU , TANAKA NOBUYUKI , MIYAWAKI KENJI , YOSHIHARA MASAHIRO
IPC分类号： C04B28/04 , C04B14/06 , C04B18/08 , C04B18/14
CPC分类号： Y02W30/92 , Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a hydraulic material that can more reduce thermal resistance of a cured product than when using an extender containing calcium carbonate as its main component and form the cured product which effectively dissipates heat of a heating element such as a power cable to be embedded and to provide a filler.SOLUTION: The hydraulic material forming the cured product in which the heating element is embedded is composed of: the extender containing the filler mainly consisting of silicon dioxide; and a solidifying material mainly consisting of cement.
摘要翻译：要解决的问题：提供一种与使用含有碳酸钙作为主要成分的增量剂相比，能够更好地降低固化物的耐热性的水硬性材料，形成有效地散发加热元件的热量的固化物，例如要嵌入的电力电缆并提供填充物。
解决方案：形成加热元件的固化产物的水硬性材料包括：包含主要由二氧化硅组成的填料的增量剂; 和主要由水泥组成的固化材料。版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2012188296A Grout, method for producing the same, method for placing plasticized grout, and method for producing the same 有权
标题翻译： GROUT，其生产方法，用于配置PLASTICIZED GROUT的方法及其生产方法
公开(公告)号：JP2012188296A
公开(公告)日：2012-10-04
申请号：JP2011050491
申请日：2011-03-08
申请人： Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： TANAKA NOBUYUKI , MIYAWAKI KENJI , YOSHIHARA MASAHIRO
IPC分类号： C04B28/02 , C04B14/10 , C04B111/70 , C09K17/02 , C09K17/08 , C09K17/10 , C09K103/00 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide grout in which water is hardly separated from cement, and whose viscosity can be kept easily in the low state.SOLUTION: This grout is obtained by mixing a first mixed liquid containing cement and water with a second mixed liquid containing bentonite and water, wherein 0.05-1.2 pts.mass bentonite is contained with respect to 100 pts.mass water.
摘要翻译：要解决的问题：提供水难以与水泥分离的粘土，并且其粘度可以容易地保持在低状态。解决方案：通过将含有水泥和水的第一混合液与含有膨润土和水的第二混合液混合而获得，其中相对于100质量份的水含有0.05-1.2质量度的膨润土。版权所有（C）2013，JPO＆INPIT

9. 发明专利

JP2012188295A Grout, method for producing the same, method for placing plasticized grout, and method for producing the same 有权
标题翻译： GROUT，其制造方法，用于配置PLASTICIZED GROUT的方法及其生产方法
公开(公告)号：JP2012188295A
公开(公告)日：2012-10-04
申请号：JP2011050490
申请日：2011-03-08
申请人： Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： TANAKA NOBUYUKI , MIYAWAKI KENJI , YOSHIHARA MASAHIRO
IPC分类号： C04B28/02 , C04B14/10 , C04B111/70
摘要： PROBLEM TO BE SOLVED: To provide grout in which water is hardly separated from cement, and whose viscosity can be kept easily in the low state.SOLUTION: This grout is obtained by mixing a first mixed liquid containing cement and water with a second mixed liquid containing attapulgite and water, wherein 0.1-2.0 pts.mass attapulgite is contained with respect to 100 pts.mass water.

10. 发明专利

JP2012073826A Method of placing ic tags in concrete 审中-公开
标题翻译：在混凝土中放置IC标签的方法
公开(公告)号：JP2012073826A
公开(公告)日：2012-04-12
申请号：JP2010218243
申请日：2010-09-29
申请人： Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： KATAOKA TOMOYUKI , MIYAWAKI KENJI , TANAKA NOBUYUKI , HAYASHIGUCHI SACHIKO
IPC分类号： G06K19/077 , B28B1/16 , B28B23/00 , G06K19/07
摘要： PROBLEM TO BE SOLVED: To provide a simple and very workable method of placing IC tags in concrete which enables easy placement of the IC tags at desired positions without the need of particularly preparing troublesome processes such as burying the IC tags in concrete, fixing the IC tags to a formwork etc., or configuring the IC tags.SOLUTION: In the placement method, IC tags which have larger specific gravity than air mortar has are put in air mortar; before hardening of base concrete which has larger specific gravity than the IC tags have, the air mortar in which the IC tags are put is poured, to place the IC tags in concrete.
摘要翻译：要解决的问题：为了提供将IC标签放置在混凝土中的简单且非常可行的方法，其能够容易地将IC标签放置在期望的位置，而不需要特别准备诸如将IC标签埋入混凝土中的麻烦的过程，将IC标签固定到模板等，或配置IC标签。
解决方案：在放置方法中，比空气砂浆具有更大比重的IC标签放入空气砂浆中; 在具有比IC标签更大的比重的基础混凝土硬化之前，倾倒放置IC标签的空气砂浆，以将IC标签放置在混凝土中。版权所有（C）2012，JPO＆INPIT

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