首页> 外国专利> Damping Characteristic steel-frame reinforced concrete precast beams null for poly floor building

Damping Characteristic steel-frame reinforced concrete precast beams null for poly floor building

机译:阻尼特性钢构架钢筋混凝土预制梁,对于多层楼板无效

摘要

PURPOSE:To obtain a building with a damping structure by providing steel- framed beam sections not integrated by the fixed length on both end sections of an integrated beam main body wound with reinforced concrete around a continuous lengthy steel-framed core and absorbing the inter-pillar vibration with the elastic plasticity. CONSTITUTION:Four beam main reinforcements 13 are arranged in the lengthy direction on both sides of both the upper and lower flanges 11a and 11b around a lengthy steel frame 11, stirrups 14 are wound on outsides of the beam main reinforcements 13, the upper flange 11a and the upper end of a web 11c are wound with exposed concrete 15 to form a beam main body 16 made of a steel-framed reinforced concrete half-beam. Dynamic connection cutting foam styrols 17 and 17 are stuck to both ends of the web 11c of the lengthy steel frame 11, a release agent 17a is coated on the lower side of the web 11c. No fire protection work is thereby required after the beam is installed, the slab bridging can be completed in a short period.
机译:目的:通过在连续的长钢框架芯上缠绕钢筋混凝土的整体梁主体的两端提供不按固定长度整合的钢框架梁段,并吸收内部结构,从而获得具有阻尼结构的建筑物支柱振动具有弹性可塑性。组成:四个梁主钢筋13在长边钢架11的上下凸缘11a和11b的两侧沿长度方向排列,箍筋14缠绕在梁主钢筋13的外侧,上凸缘11a腹板11c的上端由裸露的混凝土15缠绕形成梁主体16,梁主体16由钢框架的钢筋混凝土半梁制成。动态连接切割泡沫苯乙烯17和17粘附在长钢框架11的腹板11c的两端,脱模剂17a涂覆在腹板11c的下侧。因此,在安装横梁后无需进行防火工作,可以在短时间内完成板桥架。

著录项

  • 公开/公告号JPH0660518B2

    专利类型

  • 公开/公告日1994-08-10

    原文格式PDF

  • 申请/专利权人 飛島建設株式会社;

    申请/专利号JP19880050654

  • 发明设计人 梅原 泰弘;中岡 栄三;

    申请日1988-03-03

  • 分类号E04C3/293;E04H9/02;

  • 国家 JP

  • 入库时间 2022-08-22 04:54:19

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