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    • 3. 发明专利
    • ユニット型枠装置
    • JP2018076640A
    • 2018-05-17
    • JP2016216895
    • 2016-11-07
    • 株式会社 吉永産業
    • 吉永 隆夫
    • E04G9/04E04G11/06E04G17/065E04G17/02E04G9/00
    • 【課題】複数のセル型枠を並べて構築する構造であってもコンクリートを打設する際の圧力に十分に耐えうるような高い強度を実現でき、実用性が高いユニット型枠装置を提供する。 【解決手段】セル型枠12を縦横に接続してコンクリート構築物の成形壁面型を形成するユニット型枠装置であり、各セル型枠12は、コンクリートパネル16と、該コンクリートパネル16の控え面側に外形に沿って四角枠状に立設された枠状リブ18と、四角枠状のリブ18の内側において立設された短手リブ20と、枠状リブ18の短辺リブ18bと短手リブ20にそれぞれ同一直柱の胴囲に嵌合するように同一直柱位相に設けられた嵌合凹部22と、を有し、複数のセル型枠12を並べて連結した状態で複数のセル型枠12の枠状リブ18の短辺リブ18bと短手リブ20にまたがって着脱自在に嵌着する通し柱材14と、を含むユニット型枠装置10から構成される。 【選択図】図1
    • 4. 发明专利
    • Reinforcement wall construction method
    • 加固墙施工方法
    • JP2014185441A
    • 2014-10-02
    • JP2013060002
    • 2013-03-22
    • Marutaka Kogyo Inc株式会社丸高工業
    • TAKAGI KAZUMASATAKAGI EIZOMAEHASHI MAKOTOASAKURA MASASHI
    • E04G9/00E04G9/04E04G9/05E04G23/02E04G25/04
    • PROBLEM TO BE SOLVED: To provide a reinforcement wall construction method capable of constructing an aseismatic reinforcement wall in accordance with a structural design calculation.SOLUTION: In a reinforcement wall construction method, a formwork structure 10A is assembled through; an angle steel material fixing process to fix angle steel materials 15A and 15B to fixing positions 20 and 21 determined through a fixing position determination process; a first truss structure fixing process to fix first truss structures 17a, 17d and 17g to the angle steel materials 15A and 15B; a formwork panel installation process to install formwork panels 16a to 16i at the fixing positions 20 and 21; a second truss structure fixing process to fix second truss structures 17b, 17c, 17e, 17f, 17h and 17i to the angle steel materials 15A and 15B; a lateral erection material fixing process to fix lateral erection materials 18a to 18c to positions immediately in front of the truss structures 17a to 17i; and a supporting erection material fixing process to fix supporting erection materials 19a to 19c to the positions immediately in front of the lateral erection material 18b. Then, a new aseismatic reinforcement wall is constructed successively through a concrete placing process and a formwork dismantling process.
    • 要解决的问题:提供一种能够根据结构设计计算构造抗震加固墙的加固墙施工方法。解决方案:在加固墙施工方法中,组装模板结构10A; 角钢材料定影工艺,用于将角钢材料15A和15B固定到通过固定位置确定过程确定的固定位置20和21; 将第一桁架结构17a,17d和17g固定到角钢材料15A和15B的第一桁架结构固定工艺; 在固定位置20和21处安装模板16a-16i的模板安装过程; 将第二桁架结构17b,17c,17e,17f,17h和17i固定到角钢材料15A和15B的第二桁架结构固定工艺; 横向安装材料固定工艺,用于将侧面架设材料18a至18c固定到立即在桁架结构17a至17i前面的位置; 以及将支撑架设材料19a〜19c固定在立起于侧面安装材料18b的前方的位置的支撑架设材料固定工序。 然后,通过混凝土浇筑工艺和模板拆除工艺,先后建成了一个新的抗震钢筋墙。
    • 5. 发明专利
    • Concrete form
    • 混凝土形式
    • JP2013136933A
    • 2013-07-11
    • JP2012041017
    • 2012-02-28
    • Yuji Yamada友二 山田
    • YAMADA YUJI
    • E04G17/02E04G9/04
    • PROBLEM TO BE SOLVED: To provide a concrete form which enables repeated use of a wood panel and can achieve labor saving.SOLUTION: In a concrete form assembled by arranging wood panels in vertical and/or horizontal directions and connecting them to each other, a connector (20) is configured by forming large diameter cylindrical reinforcing parts (20B) on both left and right sides and/or both upper and lower sides of a plate-like body, an elastic member (20C) is filled into each of the reinforcing parts (20B), a screw hole (20D) is formed in the reinforcing part (20B) so as to penetrate the elastic member (20C) in a front-back direction with respect to the wood panel even when the connector (20) is superposed on the wood panels, the connector (20) is superposed between adjacent side edges of the wood panels, and wood screws (21) are screw-inserted into the screw holes (20D) of the connector (20) against an elastic force of the elastic member (20C) and screwed into the wood panels to connect adjacent wood panels to each other.
    • 要解决的问题:提供能够重复使用木板并可以节省劳动力的混凝土形式。解决方案:在通过在垂直和/或水平方向布置木板并将它们彼此连接而组装的具体形式中, 连接器(20)通过在板状体的左右两侧和/或上下两侧形成大直径的圆柱形加强部件(20B)而构成,弹性部件(20C)填充到每个加强件 部件(20B),螺纹孔(20D)形成在加强部件(20B)中,以便即使连接器(20)是连接器(20)是在相对于木板的前后方向上也穿过弹性部件(20C) 重叠在木板上,连接器(20)重叠在木板的相邻侧边之间,木螺钉(21)克服弹性力螺钉插入连接器(20)的螺孔(20D) 弹性构件(20C)并拧入木板中 相邻的木板相互相邻。
    • 6. 发明专利
    • Form processing device
    • 表单处理设备
    • JP2010150741A
    • 2010-07-08
    • JP2008326669
    • 2008-12-23
    • Sasamoto Shoten:Kk株式会社篠本商店
    • SHINOMOTO YOSHIOSHINOMOTO SHUHEI
    • E04G9/00E04G9/04E04G19/00
    • PROBLEM TO BE SOLVED: To provide a compact form processing device capable of reducing the number of units of a conveyance system, controlling the conveyance system easily, and automating part of recycling process for a form.
      SOLUTION: This form processing device 100 performs the processings for reutilizing the used form 10 used to place and mold concrete and mortar, and the used forms 10 are sequentially carried into the conveyance system 120 by a carrying-in part 110. The conveyance system 120 includes a rail 121 provided with a pair of right and left driving conveyance chains 122 and a roller 123 to convey the used forms 10 sequentially. A processing part 130 provided with a processing mechanism for the form 10 is provided in the conveyance process of the conveyance system 120 to perform various kinds of processings. A carrying-out part 140 receives the processed form 10 and carries it out. The carrying-in part 110 includes a lift device moving up and down just below the conveyance system 120 to carry the form 10 into the conveyance system 120 from below the conveyance system 120.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种能够减少输送系统的单元数量,容易地控制输送系统的自动化部件的回收处理的一体型的紧凑型成形加工装置。 解决方案:这种形式处理装置100执行用于再利用用于放置和模制混凝土和砂浆的使用形式10的处理,并且使用形式10通过搬入部分110顺序地运送到输送系统120中。 输送系统120包括设置有一对右和左驱动输送链122的轨道121和顺序地输送使用形式10的辊123。 在输送系统120的输送过程中设置具有用于形式10的处理机构的处理部分130,以执行各种处理。 执行部分140接收处理的格式10并将其执行。 承载部分110包括在输送系统120正下方上下移动的升降装置,以将输送系统120的形式10从输送系统120的下方输送到输送系统120中。(C)2010,JPO&INPIT