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    • 5. 发明专利
    • Reinforcing method for existing concrete structure
    • 现有混凝土结构的增强方法
    • JP2009281018A
    • 2009-12-03
    • JP2008132846
    • 2008-05-21
    • Taisei CorpTokyo Metropolitan Univ公立大学法人首都大学東京大成建設株式会社
    • SHINDO TAKEFUMIYANA SHUNUJI KIMITAKA
    • E01D22/00E01D1/00E04G23/02
    • PROBLEM TO BE SOLVED: To increase strength by effectively utilizing the strength of a reinforced fiber lattice bar. SOLUTION: In this reinforcing method for an existing concrete structure 1, after the reinforced fiber lattice bar (carbon fiber lattice bar 10), in which carbon fibers and glass fibers are laminate molded in a lattice shape, is placed on the surface of the existing concrete structure 1, its thickness is increased by spraying or applying mortar 30. The reinforced fiber lattice bar is formed in a rectangular shape along the existing concrete structure 1. After rod-like stiffening materials 20 and 20 for stiffening end bars 11a and 11b, facing each other, of the reinforced fiber lattice bar are fixed along the end bars 11a and 11b, respectively, the reinforced fiber lattice bar is laid on the surface of the existing concrete structure 1, and the mortar 30 is sprayed or applied thereto. COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:通过有效利用强化纤维格子棒的强度来提高强度。 解决方案:在这种现有混凝土结构的增强方法1中,将碳纤维和玻璃纤维层压成格子状的增强纤维网格棒(碳纤维网格棒10)放置在表面 的现有混凝土结构1,其厚度通过喷涂或施加砂浆30而增加。增强纤维格栅条沿着现有混凝土结构1形成为矩形。在用于加强端杆11a的杆状加强材料20和20之后 和11b彼此面对的强化纤维网格杆分别沿着端杆11a和11b固定,增强纤维网格棒被铺设在现有混凝土结构1的表面上,并且砂浆30被喷涂或施加 到此。 版权所有(C)2010,JPO&INPIT
    • 7. 发明专利
    • Method for regenerating pipeline
    • 再生管道的方法
    • JP2007303535A
    • 2007-11-22
    • JP2006131806
    • 2006-05-10
    • Taisei Corp大成建設株式会社
    • SAITO MASAMICHISHIRAISHI SHUNEIOKAMOTO SHUICHIIBUKA KOICHISHINDO TAKEFUMIOWAKI EIJI
    • F16L1/00
    • PROBLEM TO BE SOLVED: To provide a method for regenerating not only an existing pipe having small diameter but also an existing pipe having large diameter economically.
      SOLUTION: A temporary water drain pipe having smaller outside diameter than inside diameter of an existing pipeline is installed in the existing pipeline. A cylindrical pipe to be regenerated having smaller outside diameter than inside diameter of the existing pipeline and larger inside diameter than outside diameter of the temporary water drain pipe is installed at the outer periphery of the temporary water drain pipe as a single unit. The pipe to be regenerated as the single unit is pressurized and moved in the direction of the pipeline inside the existing pipeline to pressurize the single units sequentially and form a continuous body of pipes to be regenerated. A grout material is poured between the outer periphery of the continuous body and the inner periphery of the existing pipe and is hardened.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种用于不仅经济地再生具有小直径的现有管而且具有大直径的现有管的方法。

      解决方案:现有管道中安装了一个临时排水管,其外径比现有管道内径小。 作为一个单元,在临时排水管的外周设置有具有比现有管道内径小的外径小且比临时排水管外径大的内径的圆筒管。 作为单个单元再生的管道被加压并沿着现有管道内的管道的方向移动,以依次对单个单元加压,并形成要再生的连续管道。 在连续体的外周和现有管的内周之间注入灌浆材料,并使其硬化。 版权所有(C)2008,JPO&INPIT

    • 10. 发明专利
    • Construction method for concrete structure and concrete form for construction
    • 混凝土结构和混凝土结构施工方法
    • JPH11280184A
    • 1999-10-12
    • JP10042998
    • 1998-03-27
    • Taisei Corp大成建設株式会社
    • OTOMO TAKESHISHINDO TAKEFUMIYOKOI KENJIMATSUOKA YASUNORI
    • E04B1/80C04B40/00E04B2/86
    • PROBLEM TO BE SOLVED: To prevent cracking on the surface of a concrete structure at a low cost by using a concrete form made by forming a porous concrete layer on the surface of a water-stop board and then pouring concrete at the porous concrete layer side of this concrete form.
      SOLUTION: A concrete form 1 is constituted by forming a porous concrete layer 12 on one surface of a water-stop board such as a wood board or synthetic resin board to one united body. Here, the porous concrete used has mane pores, a low elasticity and a small thermal conductivity, and the thickness of the porous concrete layer 12 is sufficiently large for easing thermal transmission and propagation of cracking. For the water-stop board 11, a PIC slab (a permanent type frame with a high durability) or a precast slab may be used. After assembling this form 1 to a predetermined shape, structural concrete 2 constituting a concrete structure is placed at the side of porous concrete layer 12 of the form 1.
      COPYRIGHT: (C)1999,JPO
    • 要解决的问题:通过使用通过在止水板的表面上形成多孔混凝土层,然后在多孔混凝土层侧浇筑混凝土而形成的混凝土形式,以低成本来防止混凝土结构表面的开裂 的具体形式。 解决方案:混凝土模板1通过在诸如木板或合成树脂板的止水板的一个表面上形成多孔混凝土层12构成。 这里,所使用的多孔混凝土具有鬃毛孔,低弹性和小导热性,并且多孔混凝土层12的厚度足够大以缓解热传递和裂纹扩展。 对于止水板11,可以使用PIC板(具有高耐久性的永久型框架)或预制板。 在将该形式1组装成预定形状之后,将构成混凝土结构的结构混凝土2放置在形式1的多孔混凝土层12侧。