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    • 1. 发明公开
    • 무거푸집 기둥과 TSC 합성보의 접합부 연결구조 및 그시공방법
    • 无孔钢管和钢筋连接结构及其构造方法
    • KR1020090093561A
    • 2009-09-02
    • KR1020080019155
    • 2008-02-29
    • 서울주택도시공사명화엔지니어링 주식회사(주)센구조연구소
    • 김형근강지연강석준정병석남순우이창남박선우
    • E04B1/24E04B1/58E04B1/30E04C3/04
    • A junction connection structure between a form-less column and a TSC composite beam and a construction method thereof are provided to improve structural performance because the integrity of the spot where a form-less column and a TSC composite beam are connected is intensified. A junction connection structure between a form-less column and a TSC composite beam comprises a form-less column(100), and plural TSC composite beams(200) which are connected to the circumference of the form-less column. In the form-less column, L-section steels(110) are arranged in each edge thereof and a y-shaped steel plate(120) having a predetermined thickness is welded between the L-section steels. In the center of the form-less columns, where the TCS composite beam is attached, a reinforcement plate for reinforcing the lateral strength of the form-less column is prepared. Joint steel plates(140,160) for connection with the TSC composite beam are prepared outside the form-less column.
    • 提供无形列和TSC复合梁之间的结连接结构及其构造方法,以提高结构性能,因为增强了无形列和TSC复合梁连接的点的完整性。 无形列和TSC复合梁之间的结连接结构包括无形列(100)和连接到无形列圆周的多个TSC复合梁(200)。 在无形列中,在其每个边缘上布置有L型钢(110),并且在L型钢之间焊接具有预定厚度的y形钢板(120)。 在连接TCS复合梁的无形柱的中心,制备用于增强无形柱的横向强度的加强板。 用于与TS​​C复合梁连接的联合钢板(140,160)在无形柱外面制备。
    • 2. 发明公开
    • 무거푸집 기둥과 MHS 합성보의 접합부 연결구조 및 그시공방법
    • 无孔钢管和钢筋连接结构及其构造方法
    • KR1020090093585A
    • 2009-09-02
    • KR1020080019186
    • 2008-02-29
    • 서울주택도시공사명화엔지니어링 주식회사(주)엠씨에스공법
    • 김형근강지연강석준정병석남순우이호찬이종일
    • E04B1/30
    • A joint structure between a form-less column and a MHS composite beam and a construction method thereof are provided to improve the structural performance by intensifying the integrity of the joint between the form-less column and MHS composite beam and to facilitate junction between the slim beam and form-less column by making use of bracket. A joint structure between a form-less column and a MHS composite beam comprises a form-less column(100) where L- section steels(110) are placed in each edge thereof and a y-shaped steel plate(120) having a predetermined thickness is welded between the L-section steels, a H-section steel(210), a pair of Styrofoam members(220) which are prepared in both lateral sides around a web(216) of the H-section steel, and plural MHS composite beams(200) which includes a concrete member(230) cast in order to cover a part of the Styrofoam member and H-section steel, and is connected to the circumference of the form-less column. In the center of the form-less column, a bracket(130) for connection with the MHS composite beam is prepared. The bracket comprises a first bracket which is respectively and closely attached to the front, rear, and both lateral surfaces of the form-less column, and a second bracket which perpendicularly protrudes toward the first bracket and is connected with the MHS composite beam.
    • 提供了无形柱和MHS复合梁之间的接头结构及其构造方法,以通过增强无形柱和MHS复合梁之间的接头的完整性来改善结构性能,并且有助于纤细之间的连接 梁和无形柱通过使用支架。 无钢柱和MHS复合梁之间的接头结构包括一个无形柱(100),其中在其每个边缘上放置有L-截面钢(110)和一个具有预定位置的Y形钢板(120) 厚度焊接在L型钢,H型钢(210),在H型钢的腹板(216)周围的两个侧面上制备的一对泡沫聚苯乙烯构件(220)和多个MHS 复合梁(200),其包括浇注以覆盖一部分泡沫聚苯乙烯构件和H型钢的混凝土构件(230),并且连接到无形柱的圆周。 在无形列的中心,准备用于与MHS复合梁连接的支架(130)。 支架包括分别紧密地附接到无形列的前后,两侧表面的第一支架和朝向第一支架垂直地突出并与MHS复合梁连接的第二支架。
    • 5. 发明公开
    • 무거푸집 기둥과 iTECH 합성보의 접합부 연결구조 및그 시공방법
    • 无孔钢管和钢筋连接结构及其构造方法
    • KR1020090093524A
    • 2009-09-02
    • KR1020080019085
    • 2008-02-29
    • 서울주택도시공사명화엔지니어링 주식회사(주) 동양구조안전기술
    • 김형근강지연강석준정병석남순우정광량우운택김도현
    • E04B1/24E04B1/58E04B1/30
    • A junction connection structure between a form-less column and an iTECH composite beam and a construction method thereof are provided to improve structural performance and to shorten the construction period because the integrity of the junction between form-less column and iTECH composite beam are intensified. A junction connection structure between a form-less column and an iTECH composite beam comprises a form-less column(100) wherein L-section steels(110) are arranged in each edge and a Y-shaped steel plate(120) having a predetermined thickness is welded between L-section steels, a top flange, a bottom flange of which of the width is wider than the top flange, and a web connecting the top flange and bottom flange. Plurality web holes are formed along the web at the same interval. In addition, the structure comprises plurality iTECH composite beams(200) connected to the circumference of the form-less column, and a joining device(300) which includes a body formed with the rectangular tube and a bracket protruding from four sides of the body and connects the iTECH composite beam to the form-less column.
    • 提供无形列和iTECH复合梁之间的结连接结构及其构造方法,以提高结构性能并缩短施工周期,因为无形列和iTECH复合梁之间的连接的完整性增强。 无形柱和iTECH复合梁之间的接合连接结构包括一个无形柱(100),其中L形钢(110)布置在每个边缘中,并且具有预定的Y形钢板(120) 厚度在L型钢,顶部法兰,其宽度比顶部法兰宽的底部法兰之间焊接,以及连接顶部凸缘和底部凸缘的腹板。 沿着腹板以相同的间隔形成多个网孔。 此外,该结构包括连接到无形列的圆周的多个iTECH复合梁(200)和包括形成有矩形管的主体和从主体的四边突出的支架的接合装置(300) 并将iTECH复合光束连接到无形列。
    • 6. 发明公开
    • 무거푸집 기둥과 슬림빔의 접합부 연결구조 및 그 시공방법
    • 无缝钢管连接结构及其构造方法
    • KR1020090093599A
    • 2009-09-02
    • KR1020080019209
    • 2008-02-29
    • 서울주택도시공사명화엔지니어링 주식회사현대제철 주식회사
    • 김형근강지연강석준정병석남순우김희동김경주
    • E04B1/24E04B1/18E04B1/38
    • A joint structure between a form-less column and a slim beam and a construction method thereof are provided to improve structural performance because the integrity of the joint between the form-less column and slim beam is intensified. A joint structure between a form-less column and a slim beam comprises a form-less column(100) where L-section steels(110) are placed in each edge thereof and a y-shaped steel plate(120) having a predetermined thickness is welded between L-section steels, a top flange(210), a bottom flange(220) of which the width is wider than the top flange, and a web(230) connecting the top flange and bottom flange, plural slim beams(200) which are connected to the circumference of the form-less column, and a joining unit(300) which includes a body(310) shaped like a square tube, a pair of joint angles(320) which are joined to the front, rear and both lateral surfaces of the body and is installed to the circumference of the opening formed in the center of the form-less column, and connects the slim beam to the form-less column.
    • 为了提高结构性能,提供了无形柱和细梁之间的接合结构,因为无形梁和细梁之间的接合完整性增强。 无钢柱和细梁之间的接合结构包括:在其每个边缘上放置有L型钢(110)的无形柱(100)和具有预定厚度的y形钢板(120) 焊接在L型钢之间,顶部凸缘(210),其宽度比顶部凸缘宽的底部凸缘(220)和连接顶部凸缘和底部凸缘的腹板(230),多个细长梁 200),以及连接单元(300),其包括形状为方管的主体(310),与前表面接合的一对关节角(320) 后部和两个侧表面,并且安装到形成在无形列的中心的开口的圆周上,并将苗条梁连接到无形柱。
    • 8. 发明授权
    • 프리캐스트 콘크리트 기둥을 이용한 건축물의 시공방법
    • 使用预制混凝土柱的构造方法
    • KR100937745B1
    • 2010-01-20
    • KR1020090036134
    • 2009-04-24
    • 서울주택도시공사동서 피, 씨, 씨 주식회사한양대학교 산학협력단
    • 김형근강석준정병석기동연강지연정장원박창진노삼영
    • E04B1/30E04B1/18E04B1/38
    • PURPOSE: A construction method of a building using a precast concrete column is provided to secure the continuity of the connection by strengthening the integrity of a column and a beam and to improve the construction efficiency by executing a frame work and a slab work in different layers at the same time. CONSTITUTION: A construction method of a building using a precast concrete column comprises the steps for: installing a precast concrete column(200) in which an installation groove(110) and bar arrangement holes(120,130) are installed in the bottom; inserting the end of the precast concrete beam in the installation groove; connecting the precast concrete column and the precast concrete beam by passing main bars(140) through the bar arrangement holes; additionally arranging auxiliary bars along the precast concrete beam; placing concrete in the installation groove; and additionally placing concrete in the inner part and top part the precast concrete beam.
    • 目的:提供一种使用预制混凝土柱的建筑施工方法,通过强化柱和梁的完整性来确保连接的连续性,并通过执行框架加工和不同层的板坯加工来提高施工效率 与此同时。 构成:使用预制混凝土柱的建筑物的施工方法包括以下步骤:安装预制混凝土柱(200),其中安装槽(110)和杆布置孔(120,130)安装在底部; 将预制混凝土梁的端部插入安装槽中; 通过主杆(140)穿过杆布置孔连接预制混凝土柱和预制混凝土梁; 沿着预制混凝土梁另外安排辅助钢筋; 将混凝土置于安装槽中; 并另外将混凝土置于预制混凝土梁的内部和顶部。