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Explosion -proof method of producing a high-strength reinforced concrete column element with pre- column

机译:用预柱生产高强度钢筋混凝土柱元件的防爆方法

摘要

The invention after pre-produced pre-column (Pre-Column) (300) made of a non-explosion type cement composite 100 covering them with steel pipes 200 of the thin plate in the factory, install them in the field and high strength therein by construction charge the concrete 404, as well as possible the air speed and durability, in case of fire explosion phenomenon due to sudden temperature increase and thus by the manufacturing method of a high strength reinforced concrete pillar member with a pre-column which can prevent the strength degradation to relate. ; In other words, the cross-section of the explosion-proof high-strength reinforced concrete pillar member according to the present invention comprises a non-explosion type cement composite unit 100, a pipe 200, high-strength concrete 404. Here, the non-explosion-type cement composites (100) pre-column 300, and while expressing a high compressive strength than high strength concrete (404) filled in the internal explosion resistance is excellent fire, the existing high-strength reinforced concrete pillar member (400) the method characterized in that included in the effective area of ​​the column that serves as a concrete coating (403). In addition, the steel tube 200 of the present invention is characterized in that which serves as the main bars 401 and the belt reinforcement (402) at the same time according to the existing column members 400. ; On the other hand, a non-explosion type cement composites 100 include bending load or the strain hardening behavior of the stress with increase in strain, without reduction in stress even after the initial cracks directly under tensile load is increased again (Strain-hardening behavior) in the present invention the Possession, moreover, the process of the plurality of micro-cracks of multiple cracks (multiple crack) high toughness mortar used or produced, or fiber volume mixing ratio (Vf) of 0.25 ~ 1.00 volume of additional organic fibers mixed fiber reinforced so that the high strength in characterized in that concrete is used. ; High-strength concrete, pillars, explosion, fire resistance, fire
机译:本发明是在工厂生产由非爆炸型水泥复合材料100制成的预柱(Pre-Column)(预柱)(300)后,用薄钢板的钢管200覆盖预柱(Pre-Column)(300),并将其安装在现场并具有较高的强度。通过施工来填充混凝土404,以及在由于突然的温度升高而引起火灾爆炸的情况下,尽可能提高风速和耐久性,并因此通过具有预柱的高强度钢筋混凝土柱构件的制造方法与强度下降有关。 ;换句话说,根据本发明的防爆高强度钢筋混凝土柱构件的横截面包括非爆炸型水泥复合单元100,管200,高强度混凝土404。爆炸型水泥复合材料(100)的前柱300,并且比内部填充的高强度混凝土(404)表现出更高的抗压强度时,其优良的防火性能是现有的高强度钢筋混凝土柱构件(400)该方法的特征在于包括在用作混凝土涂层的柱子的有效区域中(403)。另外,本发明的钢管200的特征在于,根据现有的柱部件400,其同时作为主筋401和带束加强件(402)。另一方面,非爆炸型水泥复合材料100包括弯曲载荷或随着应变的增加而应力的应变硬化行为,即使在直接在拉伸载荷下的初始裂纹再次增加之后,应力也不会减小(应变硬化行为)。 )在本发明中,还包括使用或生产多个具有多个裂纹(多个裂纹),高韧性砂浆的微裂纹的过程,或0.25〜1.00体积的额外有机纤维的纤维体积混合比(Vf)混合纤维增强,因此具有高强度的特点是使用了混凝土。 ;高强度混凝土,支柱,爆炸,耐火,防火

著录项

  • 公开/公告号KR100908921B1

    专利类型

  • 公开/公告日2009-07-23

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20070073286

  • 发明设计人 김재환;권영진;한병찬;

    申请日2007-07-23

  • 分类号E04C3/34;E04G23/02;E04G13/02;

  • 国家 KR

  • 入库时间 2022-08-21 19:11:46

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