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    • 24. 发明公开
    • 텐던 정착 장치
    • TENDON ANCHORAGE
    • KR1020110073025A
    • 2011-06-29
    • KR1020090130171
    • 2009-12-23
    • 재단법인 포항산업과학연구원
    • 김진국이종관성택룡박규식
    • E04C5/12E04G21/12
    • PURPOSE: A tendon fixing device is provided to support a tendon by using a rolled steel sheet of high intensity, which can support the tendon. CONSTITUTION: A tendon fixing device comprises a steel sheet(120), a guide pipe(140) and a reinforcing steel plate. A steel sheet has a through hole in which tendon the passes through. The steel sheet is a rolled steel sheet. The reinforcement plate is attached to the end part of a guide pipe combined with the steel sheet. The guide pipe is combined in the steel sheet. The guide pipe interlinks the sheath pipe, buried in concrete, and the through hole of steel sheet. The reinforcing steel plate reinforces the steel plate. The reinforcing steel plate is a hook shape. The inside diameter of the reinforcing steel plate is similar of the external diameter of the steel sheet. The reinforcing steel plate circumscribes in the circumference of the steel sheet to support the steel sheet.
    • 目的:提供一种腱固定装置,通过使用能够支撑腱的高强度的轧制钢板来支撑腱。 构成:腱固定装置包括钢板(120),导管(140)和加强钢板。 钢板具有腱穿过的通孔。 钢板是轧制钢板。 加强板附接到与钢板组合的导向管的端部。 导管组合在钢板上。 引导管相互连接护套管,埋在混凝土中,钢板通孔。 钢筋加强钢板。 加强钢板为钩形。 加强钢板的内径与钢板的外径相同。 加强钢板围绕钢板的周边,以支撑钢板。
    • 27. 发明公开
    • 강합성 거더
    • 钢 - 混凝土复合材料
    • KR1020100069866A
    • 2010-06-25
    • KR1020080128408
    • 2008-12-17
    • 재단법인 포항산업과학연구원(주)삼현피에프
    • 이필구김진국
    • E01D2/00E01D2/02
    • E01D2/00E01D2101/285
    • PURPOSE: A steel composite girder is provided to introduce compressive stress by defining the position of a fixed anchorage of a tendon. CONSTITUTION: A steel composite girder comprises a steel girder, a concrete member(30), a sheath pipe(40), and a tendon. The steel girder is extended in the first direction. The concrete member is formed along the first direction and is integrated with a part of the steel girder. The sheath pipe is positioned in the second direction which is the width direction of the concrete member. The tendon is embedded in the sheath pipe and is placed at the end of the fixed anchorage and the concrete member to provide tension.
    • 目的:提供钢复合梁,通过定义腱的固定锚固位置来引入压应力。 构成:钢复合梁包括钢梁,混凝土构件(30),护套管(40)和腱。 钢梁沿第一方向延伸。 混凝土构件沿着第一方向形成并且与钢梁的一部分一体化。 鞘管位于作为混凝土构件的宽度方向的第二方向。 腱被嵌入护套管中,并且被放置在固定锚固件和混凝土构件的端部以提供张力。
    • 28. 发明公开
    • 강합성 슬래브 및 제작방법
    • 钢 - 混凝土复合板及其制造方法
    • KR1020100069856A
    • 2010-06-25
    • KR1020080128397
    • 2008-12-17
    • 재단법인 포항산업과학연구원
    • 이필구김진국
    • E01D2/00E01D19/12E04B5/26
    • E01D19/125E01D21/00E01D2101/268
    • PURPOSE: A steel composite slab and a manufacturing method thereof are provided to reduce work periods and on-site processes by removing processes of installing a separate form and a post when the steel composite slab is manufactured. CONSTITUTION: A steel composite slab comprises a shape steel member(10), a form member, a steel form, and a precast concrete(30). The shape steel member comprises a first member(12) and a second member(14) extended upward from the first member. The form member is formed by coupling a steel member(20) with a coupling hole formed in the second member. The precast concrete is poured inside the steel form and is integrated with the steel form.
    • 目的:提供一种钢复合板及其制造方法,其通过在制造钢复合板时除去安装分开的形式和柱的工序来减少工作时间和现场处理。 构成:钢复合板包括形状钢构件(10),模板构件,钢构件和预制混凝土(30)。 形状钢构件包括从第一构件向上延伸的第一构件(12)和第二构件(14)。 模具构件通过将钢构件(20)与形成在第二构件中的联接孔联接而形成。 预制混凝土浇注在钢板内,并与钢板形成一体。