首页> 外国专利> Production manner of the beam which uses the molding box and its molding box which for the precast concrete component and beam-to-column connection unify the precast concrete component which the beam and with beam-to-column connection unifies

Production manner of the beam which uses the molding box and its molding box which for the precast concrete component and beam-to-column connection unify the precast concrete component which the beam and with beam-to-column connection unifies

机译：使用模制箱的梁的生产方式及其用于预制混凝土构件和梁至柱连接的模制箱将梁与梁与柱连接统一的预制混凝土构件结合在一起

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摘要

P To provide a formwork for precast concrete member capable of reducing labor hour and cost of separately casting concretes of different strength, improving efficiency of production operation and integrating the concretes. PSOLUTION: The formwork 20 comprises a beam section formwork 22, a column-beam joint section formwork 24, and a partition member 26. The partition member 26 is inserted to or removed from a cast dividing section of casting spaces 36 and 38 for beam concrete. The partition member 26 is equipped with a partition plate 44 and a plurality of sheet members 46. Each sheet member 46 bends in contact with a beam bottom bar T1 at a part where the beam bottom bar T1 is inserted so as to allow the beam bottom bar T1 to be inserted through a beam main bar insertion groove 4402, and every sheet member 46 is made to plug the beam main bar insertion groove 4402 except the ones where the beam bottom bar T1 is inserted. Also, each sheet member 46 is attached so that it may deform or shift in its upward extraction and allowing the beam bottom bar T1 a relative shifting in the beam main bar insertion groove 4402. PCOPYRIGHT: (C)2010 and JPO& INPIT

机译：

提供一种预制混凝土构件的模板，该模板能够减少人工劳动和降低单独浇铸不同强度的混凝土的成本，提高生产运营效率和整合混凝土的成本。解决方案：模板20包括梁截面模板22，柱-梁结合截面模板24和分隔构件26。分隔构件26被插入铸造空间36和38的铸造分隔部分或从铸造空间36和38的铸造分隔部分移除。用于梁混凝土。分隔部件26具备分隔板44和多个片状部件46。各片状部件46在插入有梁底杆T1的部分处与梁底杆T1接触而弯曲，以允许梁底。杆T1插入到梁主杆插入槽4402中，并且除了插入梁底杆T1的那些构件之外，使每个片材构件46插入梁主杆插入槽4402。而且，每个片状构件46被附接成使得其可以在其向上抽出中变形或移位并且允许梁底杆T1在梁主杆插入凹槽4402中相对移位。

版权：（C）2010和JPO＆INPIT 展开▼

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公开/公告号JP5349894B2

专利类型
公开/公告日2013-11-20

原文格式PDF
申请/专利权人株式会社フジタ;
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申请/专利号JP20080268439
发明设计人高森直樹;前田貴博;林和也;林政明;佐藤幸博;佐々木仁;
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申请日2008-10-17
分类号B28B7/24;E04G9/10;B28B23/02;
国家 JP
入库时间 2022-08-21 16:11:20

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