首页> 外国专利> METHOD FOR ERECTING, RESTORING OR RECONSTRUCTING BUILDINGS, CONSTRUCTIONS, METHOD FOR PRODUCING CONSTRICTION ARTICLES AND STRUCTURES FOR ERECTING, RESTORING, OR RECONSTRUCTING BUILDINGS, CONSTRUCTIONS, REINFORCING BARS FOR PRODUCING CONSTRUCTION ARTICLES

METHOD FOR ERECTING, RESTORING OR RECONSTRUCTING BUILDINGS, CONSTRUCTIONS, METHOD FOR PRODUCING CONSTRICTION ARTICLES AND STRUCTURES FOR ERECTING, RESTORING, OR RECONSTRUCTING BUILDINGS, CONSTRUCTIONS, REINFORCING BARS FOR PRODUCING CONSTRUCTION ARTICLES

机译:房屋,建筑物的建造,恢复或重建的方法,建筑,房屋的构造,建筑物的生产方法,钢筋的生产方法

摘要

FIELD: civil engineering, may be used for erecting, restoring or reconstructing buildings, in producing construction articles and structures of composite materials, as well as for reinforcing construction articles, constructions or parts of buildings, constructions. SUBSTANCE: method for erecting, restoring or reconstructing buildings, and constructions of composite materials, preferentially concretes, includes reinforcing concrete structures or joints of those with reinforcing bars comprising extended force members of various strength. Any force member includes at least one member made of material of higher yield strength. Primary loading of the reinforcing bars and concrete is performed concurrently in lifting or other kind of motion of the articles being released from forms, or being withdrawn out of the forms at the expense of withstanding gravity and/or forces of coupling between the article and the form. EFFECT: decreased labour consumption.
机译:技术领域:土木工程,可用于建造,修复或重建建筑物,生产建筑材料和复合材料结构以及增强建筑材料,建筑物或建筑物部件的结构。物质:建造,修复或重建建筑物的方法,以及复合材料(尤其是混凝土)的构造的方法,包括用包含各种强度的延伸力构件的钢筋加固混凝土结构或这些节点的接头。任何受力构件包括至少一个由较高屈服强度的材料制成的构件。钢筋和混凝土的一次加载是在将物品从模板中释放出来或从模型中撤出时进行抬起或其他形式的运动的同时进行的,但要承受承受重力和/或物品与地板之间的连接力。形成。效果:减少了劳动力消耗。

著录项

  • 公开/公告号RU94038951A

    专利类型

  • 公开/公告日1996-05-27

    原文格式PDF

  • 申请/专利权人 SELIVANOV V.N.;

    申请/专利号RU19940038951

  • 发明设计人 SELIVANOV V.N.;

    申请日1994-10-10

  • 分类号E04B1/35;E04G23/00;B28B23/02;E04C5/00;

  • 国家 RU

  • 入库时间 2022-08-22 03:43:50

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