专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明公开

KR1020090093579A 무거푸집 기둥과 데크빔의 접합부 연결구조 및 그 시공방법 失效
标题翻译：无柱和贝壳的连接结构及其构造方法
公开(公告)号：KR1020090093579A
公开(公告)日：2009-09-02
申请号：KR1020080019176
申请日：2008-02-29
申请人： 서울주택도시공사 , 명화엔지니어링 주식회사 , 주식회사 씨에스구조엔지니어링
发明人： 김형근 , 강지연 , 강석준 , 정병석 , 남순우 , 박형석
IPC分类号： E04B1/30 , E04B1/24
摘要： A joint structure between a form-less column and a deck beam and a construction method thereof are provided to shorten the construction period and to cut down on the construction cost because the integrity of the joint between a form-less column and a deck beam is intensified and the structural performance is improved. A joint structure between a form-less column and a deck beam comprises a form-less column(100) where L- section steels are placed in each edge thereof and a y-shaped steel plate having a predetermined thickness is welded between the L-section steels, and a deck beam(200) which includes a U-shaped lower steel plate and a plurality of horizontal members installed on the lower steel plate, and is coupled with the form-less column and is permits penetration thereof.
摘要翻译：为了缩短施工周期和降低施工成本，提供了一种无塔柱和甲板梁之间的接头结构及其施工方法，因为无塔柱和甲板梁之间的接头的完整性是强化，结构性能提高。无形柱和甲板梁之间的接合结构包括一个无形柱（100），其中在其每个边缘中放置L型钢，并且具有预定厚度的Y形钢板焊接在L型钢之间，以及包括U形下钢板和安装在下钢板上的多个水平构件的甲板梁（200），并与无形柱联接并允许其穿透。

2. 发明授权

KR100977275B1 무거푸집 기둥과 데크빔의 접합부 연결구조 및 그 시공방법 失效
标题翻译：无柱和贝壳的连接结构及其构造方法
公开(公告)号：KR100977275B1
公开(公告)日：2010-08-23
申请号：KR1020080019176
申请日：2008-02-29
申请人： 서울주택도시공사 , 명화엔지니어링 주식회사 , 주식회사 씨에스구조엔지니어링
发明人： 김형근 , 강지연 , 강석준 , 정병석 , 남순우 , 박형석
IPC分类号： E04B1/30 , E04B1/24
摘要： 본 발명에 의한 무거푸집 기둥과 데크빔의 접합부 연결구조는 사각 모서리에 ㄱ형강이 배치되고 그 사이마다 y형 강판이 접합되는 무거푸집 기둥과, 상부가 개방된 U자형상의 하부철판 및 하부철판에 설치되는 다수의 봉 부재로 구성되는 데크빔을 포함하되, 상기 데크빔의 하부철판 중앙에는 관통공이 형성되고 상기 무거푸집 기둥에 결합됨을 특징으로 한다. 즉, 본 발명은 무거푸집 기둥이 데크빔을 관통하게 연결함으로써 연결 부위의 일체성을 강화하며 구조적인 성능을 향상시키고, 상술한 바와 같이 구조적인 성능이 대폭 개선됨에 따라 공사시간을 획기적으로 단축하고 공사비용도 절감할 수 있는 장점이 있다.
무거푸집 기둥, 데크빔, 수직동바리, 수평동바리, 멍에

3. 发明公开

KR1020090093585A 무거푸집 기둥과 ＭＨＳ 합성보의 접합부 연결구조 및 그시공방법 无效
标题翻译：无孔钢管和钢筋连接结构及其构造方法
公开(公告)号：KR1020090093585A
公开(公告)日：2009-09-02
申请号：KR1020080019186
申请日：2008-02-29
申请人： 서울주택도시공사 , 명화엔지니어링 주식회사 , (주)엠씨에스공법
发明人： 김형근 , 강지연 , 강석준 , 정병석 , 남순우 , 이호찬 , 이종일
IPC分类号： E04B1/30
摘要： 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.
摘要翻译：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。

4. 发明公开

KR1020090093599A 무거푸집 기둥과 슬림빔의 접합부 연결구조 및 그 시공방법 无效
标题翻译：无缝钢管连接结构及其构造方法
公开(公告)号：KR1020090093599A
公开(公告)日：2009-09-02
申请号：KR1020080019209
申请日：2008-02-29
申请人： 서울주택도시공사 , 명화엔지니어링 주식회사 , 현대제철 주식회사
发明人： 김형근 , 강지연 , 강석준 , 정병석 , 남순우 , 김희동 , 김경주
IPC分类号： E04B1/24 , E04B1/18 , E04B1/38
摘要： 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.
摘要翻译：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。

5. 发明授权

KR100648376B1 조립 철골 철근콘크리트기둥과 수평부재의 접합구조 및이의 시공방법 有权
标题翻译： 조립철골철근콘크리트기둥과수평의접합구조및이의시공방
公开(公告)号：KR100648376B1
公开(公告)日：2006-11-24
申请号：KR1020050121617
申请日：2005-12-12
申请人： 대한주택공사 , 서울주택도시공사 , 명화엔지니어링 주식회사 , (주)센구조연구소
发明人： 윤영호 , 김상연 , 이수진 , 강지연 , 김형근 , 이창신 , 남순우 , 강석태 , 이창남 , 김성배 , 함정태
IPC分类号： E04B1/30
摘要： A joint structure of a prefabricated steel frame reinforced concrete column and a horizontal member is provided to improve structural efficiency by reinforcing the unity of a joint of a column the vertical member and a beam or a slab the horizontal member. A joint structure of a prefabricated steel frame reinforced concrete column and a horizontal member contains a prefabricated steel frame column(100) formed by assembling shape members(110) and steel plates(120), column reinforcement bars(210,220) composed of vertical reinforcement bars and tie bars and arranged on the outside of the prefabricated steel frame column, horizontal reinforcement bars(200) arranged to the inside of the prefabricated steel frame column through an opening formed on a joint of a column(C) and a horizontal member(H), and concrete(300) placed inside/outside the prefabricated steel frame column and the horizontal reinforcement bars to make the prefabricated steel frame column, the column reinforcement bars and the horizontal reinforcement bars buried to complete a column in a prefabricated steel frame reinforced concrete column and to unify a column and a horizontal member.
摘要翻译：提供预制钢框架钢筋混凝土柱和水平构件的连接结构，以通过加强柱的垂直构件与梁或水平构件的连接处的单一性来提高结构效率。预制钢框架钢筋混凝土柱和水平构件的连接结构包括：由形状构件（110）和钢板（120）组装而成的预制钢框架柱（100），由垂直钢筋构成的柱钢筋条（210,220）（C）和水平构件（H）的接合处形成的开口布置在预制钢框架柱的内部的水平加强杆（200），所述水平加强杆（200）在预制钢骨架柱）和混凝土（300）放置在预制钢框架柱和水平加强杆的内部/外部以制造预制钢框架柱，加固柱加强筋和水平加强筋以填充预制钢框架钢筋混凝土柱列和统一列和水平成员。

6. 发明公开

KR1020090093561A 무거푸집 기둥과 ＴＳＣ 합성보의 접합부 연결구조 및 그시공방법 无效
标题翻译：无孔钢管和钢筋连接结构及其构造方法
公开(公告)号：KR1020090093561A
公开(公告)日：2009-09-02
申请号：KR1020080019155
申请日：2008-02-29
申请人： 서울주택도시공사 , 명화엔지니어링 주식회사 , (주)센구조연구소
发明人： 김형근 , 강지연 , 강석준 , 정병석 , 남순우 , 이창남 , 박선우
IPC分类号： E04B1/24 , E04B1/58 , E04B1/30 , E04C3/04
摘要： 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.
摘要翻译：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TSC复合梁连接的联合钢板（140,160）在无形柱外面制备。

7. 发明公开

KR1020090093524A 무거푸집 기둥과 ｉＴＥＣＨ 합성보의 접합부 연결구조 및그 시공방법 无效
标题翻译：无孔钢管和钢筋连接结构及其构造方法
公开(公告)号：KR1020090093524A
公开(公告)日：2009-09-02
申请号：KR1020080019085
申请日：2008-02-29
申请人： 서울주택도시공사 , 명화엔지니어링 주식회사 , (주) 동양구조안전기술
发明人： 김형근 , 강지연 , 강석준 , 정병석 , 남순우 , 정광량 , 우운택 , 김도현
IPC分类号： E04B1/24 , E04B1/58 , E04B1/30
摘要： 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.
摘要翻译：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。

8. 发明公开

KR1020170036539A 틸트-인 착탈식 결합구조를 갖는 단열재 일체형 층 유닛 有权
公开(公告)号：KR1020170036539A
公开(公告)日：2017-04-03
申请号：KR1020150135850
申请日：2015-09-24
申请人： 서울주택도시공사 , (주)아이스트테크 , 주식회사 에스아이판
发明人： 김형근 , 강지연 , 정갑철 , 조민주 , 김종성 , 박훈구
IPC分类号： E04B1/76 , E04B1/80 , E04B2/88
摘要： 본발명은탈부착이가능하여해체및 교체설치가용이하고, 실내에서소형장비로시공이가능하며, 단열재일체형으로공작제작이이루어지는틸트-인착탈식결합구조를갖는단열재일체형층 유닛을제공한다. 본발명의적절한실시형태에따른틸트-인착탈식결합구조를갖는단열재일체형층 유닛은, 상,하부슬래브의전면에각기대응되게설치된동일구조의상,하부층간유닛과; 하단이하부층간유닛측에결합되고, 상단이상부층간유닛에면착되어고정된후 각층에높이방향으로입설되는단열재일체형층 유닛을구비하되; 하부층간유닛에는힌지요소가상기단열재일체형층 유닛에는하부에힌지요소에착탈가능하게결합되는힌지결합요소가구비되어, 단열재일체형층 유닛은하부층간유닛에힌지결합으로회전지지되어실내측에서착탈가능하게설치할수 있도록구성된것을특징으로한다.

9. 发明授权

KR101329420B1 벽체 수직 분절형 에너지 소산 시스템 有权
标题翻译：垂直切割墙的能量消耗系统
公开(公告)号：KR101329420B1
公开(公告)日：2013-11-14
申请号：KR1020130047584
申请日：2013-04-29
申请人： 주식회사 디알비동일 , 서울주택도시공사 , 삼성물산 주식회사 , 서울대학교산학협력단
发明人： 박홍근 , 안태상 , 김영주 , 배재훈 , 조남규 , 김형근 , 강지연 , 김용구 , 조성우 , 조영욱 , 최현훈
IPC分类号： E04B1/98 , E04H9/02
CPC分类号： E04H9/021 , E04B1/98 , F16F15/02
摘要： The present invention provides a system for distributing energy by vertically forming a slit on wall in order to maximize earthquake control properties by forming a vibration control system in a core of a pillar type structure which is not a wall structure of an apartment house. The system for distributing the energy by vertically forming the slit on the wall forms an opening unit vertically penetrating the front surface of a concrete core wall of the apartment building and having a regular width. The system for distributing the energy by vertically forming the slit on the wall installs one or more vibration control devices for a safety lintel in the opening at every predetermined height and forms the slit having narrower gap in a vertical direction than the width of the opening unit on the rear surface of the core wall. A damping unit is installed in the slit and is composed on a slit shear wall.
摘要翻译：本发明提供一种通过在壁上垂直地形成狭缝来分配能量的系统，以便通过在不是公寓的墙壁结构的柱状结构的芯中形成振动控制系统来最大化地震控制性能。用于通过在壁上垂直地形成狭缝来分配能量的系统形成垂直穿过公寓楼的混凝土芯壁的前表面并具有规则宽度的开口单元。用于通过在壁上垂直地形成狭缝来分配能量的系统在每个预定高度处在开口中安装一个或多个用于安全楣的振动控制装置，并且形成在垂直方向上具有比开口单元的宽度更窄的间隙的狭缝在芯壁的后表面。一个阻尼单元安装在狭缝中，由一个狭缝剪切壁组成。

10. 发明授权

KR100937745B1 프리캐스트 콘크리트 기둥을 이용한 건축물의 시공방법 有权
标题翻译：使用预制混凝土柱的构造方法
公开(公告)号：KR100937745B1
公开(公告)日：2010-01-20
申请号：KR1020090036134
申请日：2009-04-24
申请人： 서울주택도시공사 , 동서 피, 씨, 씨 주식회사 , 한양대학교 산학협력단
发明人： 김형근 , 강석준 , 정병석 , 기동연 , 강지연 , 정장원 , 박창진 , 노삼영
IPC分类号： E04B1/30 , E04B1/18 , E04B1/38
摘要： 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.
摘要翻译：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。

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式