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41. 发明专利

JP2005036498A Ribband and method for connecting steel and concrete 有权
标题翻译：钢和混凝土的连接和方法
公开(公告)号：JP2005036498A
公开(公告)日：2005-02-10
申请号：JP2003274541
申请日：2003-07-15
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SAKATA NOBORU , SUDA KUMIKO , KANDA TETSUSHI , WATANABE KENZO , HIRAISHI YOSHIKI , FUKUDA ICHIRO
IPC分类号： E04C5/07
摘要： PROBLEM TO BE SOLVED: To provide a ribband, by which damages are not generated in both heavy machinery and the ribband even when the heavy machinery passes through in the case of an installation, a function can be ensured even when a waterproof layer is applied and the problem of a rusting is not generated after the installation, and a method for connecting steel and concrete.
SOLUTION: Projecting sections 5 are formed to a tabular base 3, and a dowel 1 is formed. The dowel 1 is made of a plastic or the like. Tapers 7 are formed at the upper ends of the projecting sections 5. Stiffeners 13 are fixed along the surface 4 of the base 3 on the outer peripheral surfaces 6 of the projecting sections 5. An exposed surface 17 containing the adhesive surface 15 of the dowel 1 is roughened. The dowel 1 is fixed onto steel 27 by using an adhesive 33 for connecting steel and concrete, the periphery of the base 3 is coated with the waterproof layer 31 and concrete 29 is placed on steel 27.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种肋带，即使在重型机械和肋带中也不会产生损坏，即使在重型机械通过安装的情况下也可以确保即使当防水层并且在安装之后不产生生锈的问题，以及连接钢和混凝土的方法。解决方案：突出部分5形成为平板状基部3，并且形成定位销1。定位销1由塑料等制成。锥体7形成在突出部分5的上端。加强件13沿着突出部分5的外周表面6沿底座3的表面4固定。暴露表面17包含销钉的粘合表面15 1被粗糙了通过使用用于连接钢和混凝土的粘合剂33将销钉1固定在钢27上，底座3的周边涂覆有防水层31，混凝土29被放置在钢27上。版权所有（C）2005 ，JPO＆NCIPI

42. 发明专利

JP2014214552A コンクリート構造物の製造方法及びコンクリート養生シートの保持システム有权
标题翻译：混凝土结构和保持系统的混凝土固化方法
公开(公告)号：JP2014214552A
公开(公告)日：2014-11-17
申请号：JP2013094531
申请日：2013-04-26
申请人：鹿島建設株式会社 , Kajima Corp
发明人： IWATA MITSUISA , SAKATA NOBORU , WATANABE KENZO , NUKUSHINA TATSUYA , YANAI SHUJI
IPC分类号： E04G21/02 , E04G9/10
CPC分类号： E04G21/02 , E04G9/10
摘要：【課題】養生シートの付設作業を効率化することができるコンクリート構造物の製造方法を提供する。【解決手段】コンクリート構造物の製造方法は、コンクリート打設側に複数の開口部12を有すると共に開口部12に繋がる内部空隙14を有する型枠10,20及び打設したコンクリートを養生するための養生シート30を準備する準備工程と、型枠10,20のコンクリート打設側に開口部12すべてを覆うように養生シート30を載置し、内部空隙14の気圧を減圧する減圧工程と、減圧工程によって型枠10,20のコンクリート打設側に養生シート30が貼り付けられた状態でコンクリートの打設を行う打設工程と、コンクリートの打設後に型枠10,20を脱型する脱型工程と、を備えている。【選択図】図3
摘要翻译：要解决的问题：提供一种能够提高固化片材铺设工作效率的混凝土结构的制造方法。解决方案：制造混凝土结构的方法包括：制备具有多个开口12和连接到混凝土浇筑侧上的开口12的内部间隙14和用于固化放置的混凝土的固化片30; 用于将固化片30放置在混凝土浇筑侧面10,20上的压力降低步骤，以便覆盖所有开口12并降低内部间隙14的大气压力; 将固化片30粘接在混凝土浇筑侧的状态下的混凝土的放置步骤通过减压工序形成10,20。以及用于在混凝土放置之后去除混凝土模板10,20的表面去除步骤。

43. 发明专利

JP2014024709A Concrete 有权
标题翻译：具体
公开(公告)号：JP2014024709A
公开(公告)日：2014-02-06
申请号：JP2012166199
申请日：2012-07-26
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YANAI SHUJI , NUKUSHINA TATSUYA , WATANABE KENZO , KUMABE ATSUSHI , WATANABE ARIHISA , SAKATA NOBORU
IPC分类号： C04B28/02 , C04B18/10
CPC分类号： Y02W30/92
摘要： PROBLEM TO BE SOLVED: To provide a concrete capable of effective utilization of ash as a concrete material while maintaining performance.SOLUTION: The concrete is manufactured by mixing water, a cement, a coarse aggregate, a fine aggregate, a thickner and a dispersant and used as an inseparable concrete in water or a high fluidity concrete, and a chloride ion source containing a chloride ion is mixed and the fine aggregate contains a clinker ash.
摘要翻译：要解决的问题：提供能够有效利用灰分作为混凝土材料同时保持性能的混凝土。解决方案：混凝土通过混合水，水泥，粗骨料，细骨料，增稠剂和分散剂以及在水或高流动性混凝土中用作不可分离的混凝土，并且混合含有氯离子的氯离子源，细骨料含有熟料灰。

44. 发明专利

JP2014020069A Curing method of concrete 有权
标题翻译：混凝土固化方法
公开(公告)号：JP2014020069A
公开(公告)日：2014-02-03
申请号：JP2012158273
申请日：2012-07-17
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KUMABE ATSUSHI , YANAI SHUJI , WATANABE KENZO , WATANABE ARIHISA , NUKUSHINA TATSUYA , SAKATA NOBORU
IPC分类号： E04G21/02 , E04G9/10
摘要： PROBLEM TO BE SOLVED: To provide a curing method of concrete capable of attaining labor saving for cures for improving the quality of concrete, by curing a concrete surface without further using a sheet or the like, as it is, after a concrete form is removed.SOLUTION: According to a curing method of concrete, concrete is poured into a concrete form 1 in a state that a curing sheet 3 is stuck to an inner surface of the concrete form 1, the concrete form 1 is disassembled after the poured concrete is hardened while the curing sheet 3 is left by being stuck to a surface of the concrete 4. The curing sheet 3 is obtained by layering synthetic resin sheets 3a and after the concrete form 1 is disassembled, only the top synthetic resin sheet 3a is left while being stuck to the surface of the concrete 4.
摘要翻译：要解决的问题：为了提供一种混凝土的固化方法，能够通过固化混凝土表面而不再进一步使用片材等来获得用于提高混凝土质量的固化物的省力，因为在去除混凝土形式之后解决方案：根据混凝土的固化方法，将混凝土浇注成固化片3粘在混凝土模型1的内表面上的混凝土形式1，混凝土形式1在浇筑混凝土之后被拆卸在固化片3被粘附到混凝土4的表面而使固化片3硬化的同时硬化。固化片3通过分层合成树脂片3a而获得，在将混凝土模1分解后，只剩下顶层合成树脂片3a，被粘在混凝土表面4上。

45. 发明专利

JP2013023897A Concrete curing method 有权
标题翻译：混凝土固化方法
公开(公告)号：JP2013023897A
公开(公告)日：2013-02-04
申请号：JP2011159289
申请日：2011-07-20
申请人： Kajima Corp , 鹿島建設株式会社
发明人： EGASHIRA MASAYUKI , YANAI SHUJI , WATANABE KENZO , MUKAIHARA KEN , WATANABE ARIHISA , NUKUSHINA TATSUYA , SAKATA NOBORU
IPC分类号： E04G21/02
摘要： PROBLEM TO BE SOLVED: To provide an easy concrete curing method for reducing the possibility of cracking a concrete.SOLUTION: The concrete curing method for curing the concrete placed in a formwork 3 includes a cooling hole water supplying step of supplying cooling water into a bottomed cooling hole formed in an upper face 1a of a placed concrete body 1 to cool the concrete body 1 through the cooling hole 5, and a cooling water moving step of moving the cooling water whose temperature rises in the cooling hole 5, to a curing mat 9 provided on the outside face of the formwork 3 in the state that the formwork 3 is mounted to the concrete body 1.
摘要翻译：要解决的问题：提供一种简单的混凝土固化方法，以减少混凝土开裂的可能性。解决方案：用于固化在模板3中的混凝土的混凝土固化方法包括：冷却孔供水步骤，用于将冷却水供给到形成在放置的混凝土体1的上表面1a中的底部冷却孔中，以冷却混凝土主体1通过冷却孔5，以及冷却水移动步骤，其将在冷却孔5中升温的冷却水移动到设置在模板3的外表面上的固化垫9，模板3为模板3的状态安装在混凝土体1上。版权所有（C）2013，JPO＆INPIT

46. 发明专利

JP2012237152A Method for cooling concrete 有权
标题翻译：冷却混凝土的方法
公开(公告)号：JP2012237152A
公开(公告)日：2012-12-06
申请号：JP2011107303
申请日：2011-05-12
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NUKUSHINA TATSUYA , WATANABE KENZO , YANAI SHUJI , EGASHIRA MASAYUKI , MUKAIHARA KEN , WATANABE ARIHISA , SAKATA NOBORU
IPC分类号： E04G21/02
摘要： PROBLEM TO BE SOLVED: To provide a method for cooling concrete, which achieves high cooling efficiency and prevents the concrete from being dried during cooling, with simplified equipment for the method.SOLUTION: A method for cooling concrete after casting comprises the steps of: forming a cooling hole formed of a bottomed vertical hole 5 in the top face 1a of a cast concrete body 1, with the inside surface 5a composed of exposed surface of the concrete body 1; and supplying air into water in a pool part 7 for reserving water at the bottom of the vertical hole 5 formed in the step of forming the cooling hole, through a blast pipe 9 inserted into the water in the pool part 7.
摘要翻译：要解决的问题：提供一种冷却混凝土的方法，其具有高的冷却效率并且防止混凝土在冷却期间被干燥，该方法的简化设备。解决方案：浇铸后混凝土的冷却方法包括以下步骤：在铸造混凝土体1的顶面1a中形成由有底垂直孔5形成的冷却孔，内表面5a由暴露的表面混凝土体1; 并通过插入池部分7中的水中的鼓风管9，在形成冷却孔的步骤中形成的垂直孔5的底部的水池部分7中的空气中供应空气。
COPYRIGHT （C）2013，JPO＆INPIT

47. 发明专利

JP2007169900A Precast member and construction method for structure 有权
标题翻译：预制构件和结构施工方法
公开(公告)号：JP2007169900A
公开(公告)日：2007-07-05
申请号：JP2005364848
申请日：2005-12-19
申请人： Kajima Corp , 鹿島建設株式会社
发明人： WATANABE KENZO , YOKOZEKI KOSUKE , FURUICHI KOSUKE , HIRONAKA YOSHIKAZU , SHINPO HIROSHI , TANAKA TOSHIYUKI , ASHIZAWA RYOICHI
IPC分类号： E04B2/02 , E04B1/20 , E04B2/08
摘要： PROBLEM TO BE SOLVED: To enable the cut-off property of a joint between precast members to be sufficiently secured and enable the precast members to be easily joined and integrated together, when a low-diffusion layer of tunnel-type radioactive waste burial disposal equipment and a cement-based member etc. for the other structures are constructed from the precast members.
SOLUTION: A vertically continuous ridge 12, and a vertically continuous recessed groove 13 into which the ridge 12 is to be fitted are provided on a pair of right and left jointing surfaces parallel to the vertical direction of the precast member 11 composed of long rectangular-parallelepiped block-like plain concrete, respectively; a plurality of vertically protruding rod-like protrusions (dowels) 14, and a plurality of insertion holes (dowel holes) 15 into which the rod-like protrusions 14 are to be inserted are provided on a pair of upper and lower jointing surfaces parallel to the horizontal direction of the member 11, respectively; the precast members 11 are vertically piled up and arranged in a horizontally continuous state; and the jointing surfaces are jointed and integrated together.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题为了能够充分确保预制构件之间的接头的切断性能，并且能够容易地将预制构件接合并集成在一起，当隧道型放射性废物的低扩散层其他结构的埋葬处理设备和水泥基构件等由预制构件构成。解决方案：平行于预制构件11的垂直方向的一对左右接合面上设置有垂直连续的脊12和垂直连续的凹槽13，脊12将被配合到其中，垂直连续的凹槽13由长方形平行六面体块状混凝土; 多个垂直突出的杆状突起（榫钉）14和多个插入孔（销孔）15，杆状突起14要插入其中的多个插入孔15 构件11的水平方向; 预制构件11垂直堆叠并布置成水平连续状态; 并且接合表面被接合并集成在一起。版权所有（C）2007，JPO＆INPIT

48. 发明专利

JP2007120072A Compound concrete structure 有权
标题翻译：复合混凝土结构
公开(公告)号：JP2007120072A
公开(公告)日：2007-05-17
申请号：JP2005311244
申请日：2005-10-26
申请人： Kajima Corp , Meiden Ceramics Corp , 明電セラミックス株式会社 , 鹿島建設株式会社
发明人： YOKOZEKI KOSUKE , FURUICHI KOSUKE , WATANABE KENZO , HONDA TOMOAKI , ASHIZAWA RYOICHI , TORII TAKESHI , OGITA KIYOBUMI , IIDA KEN , NAGATSU NOBUAKI
IPC分类号： E01D19/12 , B28B23/02 , E01D22/00 , E01D24/00 , E04C5/01 , E04C5/07
摘要： PROBLEM TO BE SOLVED: To provide a compound concrete structure capable of facilitating the construction work of a thin concrete layer and, at the same time, having stabilized durability for a long period of time.
SOLUTION: A compound pre-cast structure 1 as the compound concrete structure is equipped with a shear key 6 buried between both jointly incorporated layers (a cement layer 2 and a concrete layer 4). The shear key 6 is equipped with a bolt 61 as a male screw member buried between both layers (the cement layer 2 and the concrete layer 4) and a female screw buried member 62 screwing to the bolt 61 and, at the same time, as a female screw member consisting of a non-organic material buried in at least the concrete layer (the cement layer 2) to be placed thicker than the thickness of cover concrete.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够有助于薄混凝土层的施工工作的复合混凝土结构，并且同时具有长期稳定的耐久性。解决方案：作为复合混凝土结构的复合预制结构1配备有埋在两个共同组合的层（水泥层2和混凝土层4）之间的剪切键6。剪切键6配备有作为埋在两层之间的外螺纹构件（水泥层2和混凝土层4）的螺栓61和螺栓61螺合的阴螺纹埋入构件62，同时，如至少埋在混凝土层（水泥层2）中的非有机材料构成的阴螺纹构件被放置成比覆盖混凝土的厚度更厚。版权所有（C）2007，JPO＆INPIT

49. 发明专利

JP2007022878A Construction method for repairing concrete structure 有权
标题翻译：修复混凝土结构的施工方法
公开(公告)号：JP2007022878A
公开(公告)日：2007-02-01
申请号：JP2005209906
申请日：2005-07-20
申请人： Denki Kagaku Kogyo Kk , Kajima Corp , 電気化学工業株式会社 , 鹿島建設株式会社
发明人： YOKOZEKI KOSUKE , WATANABE KENZO , SAKATA NOBORU , ASHIZAWA RYOICHI , MORIOKA MINORU , OKUYAMA KOJI , HIGUCHI TAKAYUKI
IPC分类号： C04B41/65 , E04G23/02
CPC分类号： C04B30/00 , C04B2111/72 , C04B14/042 , C04B14/043 , C04B40/0231
摘要： PROBLEM TO BE SOLVED: To provide a technique for repairing a concrete structure, which is used for not only repairing a deteriorated part of the concrete structure but also imparting excellent power of resistance to salt damage, scale deposit, freezing and thawing, etc. to the concrete structure and contributes to the effective use of an industrial by-product.
SOLUTION: The construction method for repairing the concrete structure comprises the steps of: repairing the surface of the concrete structure by using a cross section repairing material containing one or more non-hydraulic compounds selected from γ-2CaO-SiO
2 , α-CaO-SiO
2 and calcium magnesium silicate; hardening the cross section repairing material; and subjecting the surface of the repaired part of the concrete structure to carbonation treatment. It is preferable that the depth to be carbonated is ≥0.5 mm and ≤1/3 of the thickness of the concrete for covering a reinforcing bar. The carbonation treatment is preferably started after the compressive strength of the cross section repairing material becomes ≥20 N/mm
2 .
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于修复混凝土结构的技术，其不仅用于修复混凝土结构的劣化部分，而且赋予耐盐损害，水垢沉积，冷冻和解冻的优异的力量，具体结构，有助于有效利用工业副产品。解决方案：修补混凝土结构的施工方法包括以下步骤：通过使用含有一种或多种选自γ-2CaO-SiO 的非水力化合物的截面修复材料来修复混凝土结构的表面， 2-α，CaO-SiO 2和硅酸钙镁; 硬化截面修复材料; 并对混凝土结构的修补部分的表面进行碳酸化处理。碳酸化的深度优选为用于覆盖钢筋的混凝土的厚度≥0.5mm和≤1/ 3。碳酸化处理优选在截面修复材料的抗压强度变为≥20N/ mm 2 之后开始。版权所有（C）2007，JPO＆INPIT

50. 发明专利

JP2006233424A Construction method of impervious structure making use of dewatered sludge and the impervious structure by the construction method 审中-公开
标题翻译：施工方法不均匀结构使用脱水泥浆和结构不良的结构
公开(公告)号：JP2006233424A
公开(公告)日：2006-09-07
申请号：JP2005045200
申请日：2005-02-22
申请人： Kajima Corp , 鹿島建設株式会社
发明人： HAYASHI HIROSHI , SAKATA NOBORU , KITAMOTO YUKIYOSHI , FUJISAKI KATSUTOSHI , WATANABE KENZO
IPC分类号： E02B7/10 , C02F11/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method of an impervious structure making use of dewatered sludge capable of recycling the dewatered sludge more than before to control a solid waste treatment cost by decreasing industrial wastes without causing such a labor as the increase in a transportation cost of the dewatered sludge and, at the same time, increasing the imperviousness of an impervious structure such as a dam or the like without incurring any cost increase such as an increse in the addition of cement or while decreasing the addition of the cement.
SOLUTION: The dewatered sludge 23 produced from a turbid water treatment plant 20 of aggregate is mixed into a CSG containing site produced soil 24 produced from the building site of the impervious structure, water and the cement 26, and an impervious CSG structure 33 is formed of a CSG material 32 with the dewatered sludge added.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种使用脱水污泥的不透水结构的施工方法，其能够比以前再循环脱水的污泥，以通过减少工业废物而不引起诸如增加的劳动来控制固体废物处理成本在脱水污泥的运输成本中，同时增加诸如坝等的不透水结构的不渗透性，而不会引起任何成本增加，例如在添加水泥时的增加量，或同时减少添加水泥。解决方案：从混凝土的混浊水处理设备20生产的脱水污泥23混合到由不透水结构的建筑工地，水和水泥26产生的含有CSG的生产土壤24中，以及不透水的CSG结构 33由添加有脱水污泥的CSG材料32形成。版权所有（C）2006，JPO＆NCIPI

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