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    • 44. 发明专利
    • Composite floor-slab light-weight concrete structure for bridge upper-section work
    • 用于桥梁上段工程的复合地板 - 轻质混凝土结构
    • JP2003003423A
    • 2003-01-08
    • JP2001187975
    • 2001-06-21
    • Civil Engineering Research Institute Of HokkaidoKajima Corp独立行政法人 北海道開発土木研究所鹿島建設株式会社
    • MITAMURA HIROSHIIKEDA KENJISHINODA YOSHINOBUSAKATA NOBORUYANAI SHUJI
    • E01D1/00E01D19/12E01D101/30
    • PROBLEM TO BE SOLVED: To obtain a light-weight composite floor-slab concrete structure having thin thickness for bridge upper-section works. SOLUTION: In the composite floor-slab light-weight concrete structure for the bridge upper-section works, a panel-shaped floor slab having a cavity on the inside and being made of a steel plate is installed to a pier, and the inside of the cavity of the floor slab made of steel is filled with light-weight and high superplasticized concrete, to which light-weight aggregate is blended so that the mass of unit volume after curing reaches 2000 Kg/m or less and materials are blended so as to have a slump flow of 500 mm or more. In the light-weight high superplasticized concrete, light-weight aggregate having density of 1.3 to 1.7 in saturated surface-dry conditions in the case of prewetting and a maximum size of 15 mm is used as coarse aggregate, and fly-ash is blended as an admixture and a high-performance AE water reducing agent and a thickener as additives.
    • 要解决的问题:获得桥梁上段工程厚度薄的轻质复合地板 - 混凝土结构。 解决方案:在桥梁上段工程的复合地板轻型混凝土结构中,将一个具有内部空腔并由钢板制成的板状地板安装在码头上, 由钢制成的地板的空腔中填充轻质高强度的超塑性混凝土,混合轻质骨料,固化后的单位体积质量达到2000Kg / m 3以下,材料为 混合以具有500mm或更大的坍落度流动。 在重量轻的高超塑性混凝土中,在预润湿的情况下,在饱和表面干燥条件下的密度为1.3〜1.7,最大尺寸为15mm的轻质骨料用作粗骨料,将粉煤灰作为 作为添加剂的外加剂和高性能AE减水剂和增稠剂。
    • 46. 发明专利
    • Curable cement-based composite material for repair and repair method using the same
    • 使用固化水泥的复合材料进行维修和维修方法
    • JP2014065623A
    • 2014-04-17
    • JP2012210556
    • 2012-09-25
    • Kajima Corp鹿島建設株式会社
    • HAYASHI DAISUKEHASHIMOTO MANABUSAKATA NOBORUKANDA TETSUSHISAKAI GORO
    • C04B28/04C04B16/06C04B22/14C04B24/02C04B24/14C04B24/38E04G23/02
    • Y02A30/336
    • PROBLEM TO BE SOLVED: To provide a curable cement-based composite material capable of thick coating, and, while making the use of the advantages of the curable cement-based composite material that cracks can be suppressed to a fine level (ordinarily, about 0.1 mm) even if being subjected to an excessive bending moment and shear force, in which the repair face can secure a rapid grade, verticality, applicability (thick coating, sagging, peeling) when being coated to a ceiling face and prescribed quality, and a repair method using the same.SOLUTION: The curable cement-based composite material is used for being pasted on a repair face, and the addition amounts of a thickener and a high performance AE water reduction agent are adjusted in accordance with the following matrix table in such a manner that its viscosity reaches the one capable of plasterer finishing in accordance with the properties and gradient conditions of the repair face.
    • 要解决的问题:提供一种能够进行厚涂覆的可固化水泥基复合材料,并且在利用可固化的水泥基复合材料的优点的同时,可以将裂纹抑制到微细水平(通常为约0.1 mm),即使受到过度的弯曲力矩和剪切力的影响,其中当涂覆到天花板表面和规定质量时,修复面可以确保快速的等级,垂直度,适用性(厚涂层,下垂,剥落),并且 使用相同的修复方法。溶解性:将可固化水泥基复合材料粘贴在修补面上,并根据以下矩阵表调整增稠剂和高性能AE减水剂的添加量 这样一种方式,使其粘度达到根据修补面的性质和梯度条件进行涂抹机整理的粘度。
    • 47. 发明专利
    • Construction method for concrete placing joint
    • 混凝土浇注接头的施工方法
    • JP2014025261A
    • 2014-02-06
    • JP2012166200
    • 2012-07-26
    • Kajima Corp鹿島建設株式会社
    • YOKOZEKI KOSUKEKOBAYASHI KIYOSHISAKATA NOBORU
    • E04G21/02E04B1/62
    • PROBLEM TO BE SOLVED: To provide a construction method for a concrete placing joint capable of adequately controlling a crack on newly placed concrete.SOLUTION: A construction method for a concrete placing joint comprises: a hardening retarded layer installation process to construct a hardening retarded layer 17, which hardens later than new concrete 19, on an upper face 11a of an existing concrete structure 11; and a new concrete placing process to place the new concrete 19 in a region adjacent to an upper side of the hardening retarded layer 17. The hardening retarded layer installation process has: a formwork installation process to install a formwork 15 on the upper face 11a of the existing concrete structure 11; a coarse aggregate laying process to level coarse aggregate 41 inside the formwork 15; and a super hardening retardant material injection process to inject a super hardening retardant material 43 into gaps of the coarse aggregate 41 inside the formwork 15.
    • 要解决的问题:提供一种能够充分控制新浇混凝土裂缝的混凝土浇筑接头的施工方法。解决方案:一种混凝土浇筑接头的施工方法包括:硬化延迟层安装工艺,用于构造硬化延迟层 17,其比现有混凝土结构11的上表面11a在新混凝土19之后更硬化; 以及将新混凝土19放置在与硬化延迟层17的上侧相邻的区域中的新的混凝土浇筑工序。硬化延迟层的安装方法具有:将模板15安装在上层11a的上表面11a上的模板安装工序 现有混凝土结构11; 粗骨料铺设过程使模板15内的粗骨料41水平; 以及将超硬化阻燃材料43注入到模板15内的粗骨料41的间隙中的超硬化阻燃材料注入方法。