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51. 发明专利

JP2012121764A Concrete and method for producing concrete 有权
标题翻译：混凝土和混凝土生产方法
公开(公告)号：JP2012121764A
公开(公告)日：2012-06-28
申请号：JP2010274083
申请日：2010-12-08
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SAITO TOSHIO , MITSUI TATEO , YONEZAWA TOSHIO , IKEO YOSAKU , HASUMI TAKASHI , YANAGIBASHI KUNIO , TSUJI DAIJIRO , WACHI MASAHIRO
IPC分类号： C04B28/08 , B07B7/083 , B09B1/00 , B09B5/00 , C04B7/153 , C04B7/19 , C04B18/16
CPC分类号： Y02P40/143 , Y02W30/95
摘要： PROBLEM TO BE SOLVED: To provide a method for reproducing concrete raw materials from a dismantled concrete mass, and concrete produced by the method.SOLUTION: In a first separation step 100, the dismantled concrete mass 98 crushed to a diameter of 40 mm or less is pulverized to separate and recover rough aggregates 16 with a particle size of 5 mm or more and fine particles 14 with a particle size below 5 mm, whereby recycling of the rough aggregates 16 can be performed. In a second separation step 102, the fine particles 14 are separated into fine aggregates 20 with a particle size exceeding 0.6 mm and finely-divided powder 18 with a particle size of 0.6 mm or less, and the both are recovered, whereby recycling of the fine aggregates 20 can be performed. In a third separation step 104, the finely-divided powder 18 is separated into fine powder 24 and aggregate powder 26, and the both are recovered, whereby recycling of the finely-divided powder 24 can be performed. In a cement producing step 106, cement 84 is produced by adding blast furnace slag 80 and plaster 82 to the fine powder 24. In a concrete producing step 108, concrete 88 is produced by mixing water 110 to the cement 84, the rough aggregates 16 and the fine aggregates 20.
摘要翻译：要解决的问题：提供一种从拆解的混凝土块中再现混凝土原料的方法，以及通过该方法制备的混凝土。解决方案：在第一分离步骤100中，粉碎至直径为40mm或更小的被拆除的混凝土块98被粉碎以分离并回收粒度为5mm以上的粗粒料16和微粒14与颗粒尺寸低于5mm，从而可以进行粗骨料16的再循环。在第二分离步骤102中，将细颗粒14分离为粒径超过0.6mm的细小聚集体20和粒径为0.6mm以下的细粉18，回收二者可以执行细集料20。在第三分离步骤104中，将细碎粉末18分离为细粉末24和聚集粉末26，并回收二者，由此可以进行细分粉末24的再循环。在水泥生产步骤106中，通过将高炉渣80和石膏82加入到细粉末24中来生产水泥84.在混凝土生产步骤108中，通过将水110与水泥84混合，粗骨料16 和精细骨料20.版权所有（C）2012，JPO＆INPIT

52. 发明专利

JP2011011934A Hydrogel sheet for concrete modification and concrete modification method using the same 审中-公开
标题翻译：用于混凝土改性和混凝土改性方法的水凝胶片
公开(公告)号：JP2011011934A
公开(公告)日：2011-01-20
申请号：JP2009156082
申请日：2009-06-30
申请人： Kawamura Inst Of Chem Res , Takenaka Komuten Co Ltd , 株式会社竹中工務店 , 財団法人川村理化学研究所
发明人： YANAGIBASHI KUNIO , IKEO YOSAKU , OGAWA TAKATOSHI , INOUE KAZUMASA , HARAGUCHI KAZUTOSHI , KUROKI KATSUHITO
IPC分类号： C04B41/63 , C04B41/68 , C04B41/71 , C08L101/14 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a hydrogel sheet for concrete modification, capable of efficiently feeding an electrolyte solution to the concrete, and a concrete modification method using the same, whereby the electrolyte solution can be fed into a concrete formed body through a simple method so as to modify the interior of the concrete by the function of the electrolyte solution without causing any great damage to the concrete formed body.SOLUTION: The hydrogel sheet 10 for concrete modification includes a gel sheet having a three-dimensional net structure which includes a water-soluble organic polymer and a water-swellable clay mineral and is impregnated with the electrolyte solution having an ion concentration of ≥0.1-≤15 mol/kg-HO, provided that the weight ratio of the electrolyte solution to the dry gel sheet is 2-100.
摘要翻译：要解决的问题：为了提供能够有效地将电解质溶液供给到混凝土的混凝土改性用水凝胶片及其使用的混凝土改性方法，由此可以通过简单的方法将电解质溶液供给到混凝土成形体以便通过电解液的功能来改变混凝土的内部，而不会对混凝土成形体造成任何的巨大损害。解决方案：用于混凝土改性的水凝胶片10包括具有三维网状结构的凝胶片，其包括水溶性有机聚合物和水溶胀性粘土矿物，并且用离子浓度≥0.1-≤15mol/ kg-HO的电解质溶液浸渍，条件是电解质溶液与干燥凝胶片的重量比为 2-100。

53. 发明专利

JP2000087359A PLANTING BEDROCK 失效
公开(公告)号：JP2000087359A
公开(公告)日：2000-03-28
申请号：JP25721498
申请日：1998-09-10
申请人： TAKENAKA KOMUTEN CO , ELECTRIC POWER DEV CO , DENPATSU KANKYO RYOKKA CT KK
发明人： YANAGIBASHI KUNIO , YONEZAWA TOSHIO , ISHIKAWA YOSHITAKA , TAZAWA KAZUYUKI , SAITO TERUO , TSUDA YUICHIRO
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a planting bedrock capable of realizing stability of a tree and sufficient growth of a root without hindering the growth of a plant. SOLUTION: A continuous void of concrete containing coarse aggregate, fine aggregate and binder as well as the continuous void is filled with a water retentive material 20, and a planting hole 26 with a hole diameter is larger than 15 cm-25 cm of a pot diameter for a young plant to be planted. Either planting hole 26 having such a form as at least two root leading holes vertically to the wall surface of the planting hole 26 are directed to the outside from the bottom or planting hole 26 having such a form as a projection is made to the central part of the bottom of the planting hole 26 is provided.

54. 发明专利

JPH02124750A IMPROVER FOR DURABILITY OF SET BODY OF HYDRAULIC CEMENT, IMPROVEMENT OF DURABILITY AND SET BODY OF HYDRAULIC CEMENT HAVING IMPROVED DURABILITY 失效
公开(公告)号：JPH02124750A
公开(公告)日：1990-05-14
申请号：JP18346689
申请日：1989-07-14
申请人： TAKENAKA KOMUTEN CO
发明人： YANAGIBASHI KUNIO , SAITO TOSHIO , SAKUTA SHOJI
IPC分类号： C04B24/02 , C04B24/32 , C04B28/02 , C04B103/60 , C04B111/34
摘要： PURPOSE:To reduce the shrinkage of a set body of hydraulic cement by drying and to inhibit the deterioration due to freezing and melting by incorporating an org. compd. represented by a specified general formula. CONSTITUTION:This improver for the durability of a set body of hydraulic cement contains one or more kinds of compds. represented by a general formula R-O-Z-H, wherein R is 8-18C alkyl, 8-19C alkanoyl or 8-19C alkenoyl and Z is a group consisting of zero or an arbitrary natural number of -C2H4O- units and zero or an arbitrary natural number of -C3H6O- units bonded in an arbitrary order and having one or more -C2H4O- units and/or one or more -C3H6O- units. When 100 pts.wt. hydraulic cement is blended with 0.1-8.0 pts.wt. of this improver and set, a set body having remarkably superior durability is obtd.

55. 发明专利

JP2981071B2 失效
公开(公告)号：JP2981071B2
公开(公告)日：1999-11-22
申请号：JP1410993
申请日：1993-01-29
申请人： TAKENAKA KOMUTEN KK , NIPPON KAGAKU KOGYO KK , TAKENAKA DOBOKU KK
发明人： YANAGIBASHI KUNIO , IKEO YOSAKU , YONEZAWA TOSHIO , SAKUMA MAMORU , HANDA EIICHI , HISAMATSU KUNIO
IPC分类号： E02D17/20

56. 发明专利

JP2010285303A Method and apparatus for treating fine grain of demolished concrete 有权
标题翻译：用于处理混凝土细粒的方法和装置
公开(公告)号：JP2010285303A
公开(公告)日：2010-12-24
申请号：JP2009138634
申请日：2009-06-09
申请人： Kurimoto Ltd , Takenaka Komuten Co Ltd , 株式会社栗本鐵工所 , 株式会社竹中工務店
发明人： IKEO YOSAKU , YONEZAWA TOSHIO , YANAGIBASHI KUNIO , HASUMI TAKASHI , ARAKAWA KAZUAKI , SHIMODA HIROSHI , KAMANO HIROOMI
IPC分类号： C04B18/16 , B02C17/08 , B07B4/06 , B09B3/00 , B09B5/00 , C04B14/06
CPC分类号： Y02P40/20 , Y02W30/95
摘要： PROBLEM TO BE SOLVED: To provide a method and an apparatus for treating fine grains of demolished concrete, in which a continuous treatment is performed and heating energy is not needed. SOLUTION: Fine grains 14 of demolished concrete are continuously charged into a mill pot 40 from a fine grain feeding part 12, and air W1 for circulation is sent to the mill pot 40 by a blower device 58. The mill pot 40 rotates around its own axis while revolving around the revolution axis 42 of a planetary mill 36, and thereby, the charged fine grains 14 of the demolished concrete are pressed to the inner wall of the mill pot 40 by centrifugal force F, and are ground and kneaded. A fine powder 34 of a cement hardened material, separated by grinding and kneading, is removed together with air W1 and recovered by a fine powder recovery device 60. Fine aggregate 32 from which the fine powder 34 is removed is extruded from a taking-out port 50 and recovered in a fine aggregate recovery part 52. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种处理被破坏混凝土的细粒的方法和装置，其中进行连续处理并且不需要加热能量。解决方案：将破碎的混凝土的细粒14从细粒供给部12连续地装入碾磨罐40中，通过鼓风装置58将用于循环的空气W1送入碾锅40。围绕行星磨机36的旋转轴线42绕其自身的轴线旋转，由此，被破坏的混凝土的带电细粒14通过离心力F被压到铣钵40的内壁，并被研磨和捏合。通过研磨和捏合分离的水泥硬化材料的细粉末34与空气W1一起除去，并通过细粉回收装置60回收。从其中取出细粉末34的细骨料32从取出中挤出港口50，并在细骨料回收部分52中回收。版权所有（C）2011，JPO＆INPIT

57. 发明专利

JP2007204974A Cement-solidified soil composition 有权
标题翻译：水泥固化土壤组成
公开(公告)号：JP2007204974A
公开(公告)日：2007-08-16
申请号：JP2006023048
申请日：2006-01-31
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SEKO SHIGEKI , KOYAMA FUJIO , AOKI MINORU , KOBAYAKAWA IZUMI , SAEGUSA DAISUKE , YANAGIBASHI KUNIO
IPC分类号： E02D3/00 , C04B14/10 , C04B18/16 , C04B24/26 , C04B28/02 , C09K17/02 , C09K17/10 , C09K17/44 , C09K103/00
CPC分类号： C04B28/04 , C04B2111/0031 , C04B14/361 , C04B2103/40
摘要： PROBLEM TO BE SOLVED: To provide a cement-solidified soil composition which can be suitably used for temporary soil improvement and as a substitute for ballasting in the execution of construction work, which is excellent in fluidity during construction, and which can form solidified matter with sufficient strength.
SOLUTION: The cement-solidified soil composition contains silty soil, sandy soil, concrete-crushed powder, Portland cement, water, and a surface-active agent. Preferably, the mixing ratio of the amount of the concrete-crushed powder to the total amount of the silty soil and the sandy soil, which is 100 pts.mass, is in the range of >40 pts.mass and ≤90 pts.mass; and the 1.0-1.5 pts.mass water, the 2.5-4.5 pts.mass mixture of the silty soil, the sandy soil and the concrete-crushed powder, and the 0.0002-0.02 pt.mass surface-active agent is contained with respect to the 1 pt.mass Portland cement.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种可以适用于临时土壤改良的水泥固化土组合物，并且作为在施工中流动性优异的施工作业中的压载替代物，其可以形成固体物质具有足够的强度。解决方案：水泥固化土壤组合物含有粉质土，砂土，混凝土粉碎粉，波特兰水泥，水和表面活性剂。优选地，混合粉碎粉末的量与粉质土壤和沙土的总量的混合比为100 pts.mass，在> 40 pts.mass和≤90pts.mass的范围内 ; 和1.0-1.5盎司的水，粉碎土壤，砂土和混凝土粉碎粉末的2.5-4.5盎司混合物和0.0002-0.02盎司表面活性剂相对于 1吨的波特兰水泥。版权所有（C）2007，JPO＆INPIT

58. 发明专利

JP2004060396A Manufacturing method for building panel, and electromagnetic-wave zoning method using building panel 有权
标题翻译：用于建筑面板的制造方法和使用建筑面板的电磁波分区方法
公开(公告)号：JP2004060396A
公开(公告)日：2004-02-26
申请号：JP2002223772
申请日：2002-07-31
申请人： Takenaka Komuten Co Ltd , Toyo Glass Co Ltd , 東洋ガラス株式会社 , 株式会社竹中工務店
发明人： YANAGIBASHI KUNIO , UMEKUNI AKIRA , TAKAHASHI HIROSHI , YAMAMOTO MASATO , YOSHIDA MITSUO , KARIBE RINYA
IPC分类号： E04B1/92 , C03B19/00 , C03B19/08 , C03B19/09 , E04C2/04 , E04F13/08 , E04F13/14 , E04F13/15 , H05K9/00
摘要： PROBLEM TO BE SOLVED: To form an almost perfect unexpanded glass layer by preventing the mixing of expanded glass into the unexpanded glass layer on a surface, in a building panel wherein a thin unexpanded layer is formed on the surface of the expanded glass.
SOLUTION: An unexpanded glass raw material is laid on the bottom part of a form; an expanded glass raw material is laid on the unexpanded glass raw material; and the raw materials are slowly cooled after being melted by heating the form, and removed from the form, so that the building panel, wherein the unexpanded glass layer is provided on the surface of the expanded glass, can be manufactured. In that case, a separate sheet is provided between the unexpanded glass raw material and the expanded glass raw material. The provision of the separate sheet can prevent the mixing of the expanded glass into the unexpanded glass layer on the surface, and enables the almost perfect unexpanded glass layer to be formed on the surface of the panel.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了通过防止将膨胀玻璃混合到表面上的未膨胀玻璃层中而形成几乎完美的未膨胀玻璃层，在建筑面板中，在膨胀玻璃的表面上形成薄的未膨胀层。
解决方案：将未膨胀的玻璃原料放置在形式的底部; 在未膨胀的玻璃原料上放置膨胀玻璃原料; 并且通过加热形式将原料缓慢冷却，并从形式中除去，使得可以制造其中未膨胀玻璃层设置在膨胀玻璃表面上的建筑面板。在这种情况下，在未膨胀的玻璃原料和膨胀玻璃原料之间设置单独的片材。提供单独的片材可以防止膨胀的玻璃混合到表面上的未膨胀的玻璃层中，并且能够在面板的表面上形成几乎完美的未膨胀的玻璃层。版权所有（C）2004，JPO

59. 发明专利

JP2002087857A PRODUCTION PROCESS OF RECYCLED AGGREGATE 失效
公开(公告)号：JP2002087857A
公开(公告)日：2002-03-27
申请号：JP2000282214
申请日：2000-09-18
申请人： TAKENAKA KOMUTEN CO
发明人： YANAGIBASHI KUNIO , YONEZAWA TOSHIO
IPC分类号： C04B18/16 , C04B18/08 , C04B18/12 , C04B18/14
摘要： PROBLEM TO BE SOLVED: To provide a recycled aggregate production process which enables improvement in recycle ratio of mixed construction waste, reduction in final disposal volume and effective utilization of resources. SOLUTION: This production process comprises a grinding stage S1 for grinding mixed construction waste obtained by mixing several kinds of construction waste together, a kneading stage S2 for kneading the ground mixed construction waste and a fine mineral powder together, to obtain a kneaded material, a granulation stage S3 for granulating the kneaded material, to obtain a granulated material, an encapsulation stage S4 for coating the surface of the granulated material with the fine mineral powder, to obtain a coated granulated material, and a sintering stage 5 for sintering the coated granulated material, wherein the fine mineral powder is one fine powder selected from fly ash, fine powder caused in crushed stone production, fine powder caused in recycled aggregate production from crushed concrete masses and/or dehydrated cake of generated sludge in construction, fine-powdery blast-furnace slag and mixtures of optional plural fine-powdery materials of them and also, the thickness of the coating layer formed in the encapsulation stage S4 is adjusted to 1-5 mm.

60. 发明专利

JP2000060294A FOUNDATION BED FOR PLANTING MADE OF POROUS CONCRETE 失效
公开(公告)号：JP2000060294A
公开(公告)日：2000-02-29
申请号：JP23740798
申请日：1998-08-24
申请人： TAKENAKA KOMUTEN CO , ELECTRIC POWER DEV CO , DENPATSU KANKYO RYOKKA CENTER
发明人： YANAGIBASHI KUNIO , YONEZAWA TOSHIO , ISHIKAWA YOSHITAKA , TAZAWA KAZUYUKI , MIURA SHUNETSU , SAITO TERUO , TSUDA YUICHIRO
IPC分类号： A01G1/00 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To obtain a porous concrete planting foundation bed that can facilitate the introduction of trace nutrients necessary for plants and has high water retention by admixing specific active ingredients in addition to coarse aggregate, fine aggregate, binder and water-retaining material filled in continuous pores. SOLUTION: This porous concrete planting foundation bed contains coarse aggregate, fine aggregate, and a binder and the continuous pores in the concrete having continuous spaces are filled with a water-retention material and in addition, at least one kind of fly ash or clinker is admixed as an active ingredient. At this time, a mixture of 60-90 wt.% of normal portland cement and 10-40 wt.% of fly ash is used as a binding material for this concrete. Further, the clinker ash of =10 mm particle size is admixed in an amount of 5-10 wt.% as a coarse aggregate for this concrete.

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