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1. 发明公开

KR1020140083204A 강관 접합 구조물 有权
标题翻译：钢管接头结构
公开(公告)号：KR1020140083204A
公开(公告)日：2014-07-04
申请号：KR1020120152631
申请日：2012-12-24
申请人： 주식회사 포스코 , 철강융합신기술연구조합 , 주식회사 포스코건설 , 재단법인 포항산업과학연구원
发明人： 정경수 , 최종문 , 정진안 , 이종인 , 김도훈
IPC分类号： E04B1/24 , E04B1/58
摘要： The present invention relates to a joint structure of steel pipes which includes a joint nod of a three-dimensional shape which becomes the center when multiple steel pipes are connected; and a joint member of which one side is connected with the joint nod, wherein the joint nod is lighter in internal mass than steel. The joint structure of the steel pipes according to an embodiment of the present invention is lightweight so as to reduce mass of used steel materials, thereby reducing manufacturing costs when the joint nod is manufactured.
摘要翻译：本发明涉及一种钢管接头结构，其包括在多个钢管连接时成为中心的三维形状的接头点; 以及一侧与接头点连接的接头构件，其中，接头点在内部质量上比钢轻。根据本发明的实施例的钢管的接合结构是轻质的，以便减少废钢的质量，从而在制造接头点时降低制造成本。

2. 发明授权

KR101439862B1 강관 접합 구조물 有权
公开(公告)号：KR101439862B1
公开(公告)日：2014-09-17
申请号：KR1020120152631
申请日：2012-12-24
申请人： 주식회사 포스코 , 철강융합신기술연구조합 , 주식회사 포스코건설 , 재단법인 포항산업과학연구원
发明人： 정경수 , 최종문 , 정진안 , 이종인 , 김도훈
IPC分类号： E04B1/24 , E04B1/58
摘要： 본 발명은, 복수개의 강관이 연결시 중심이 되는 입체 형상의 접합노드와 일측은 상기 접합노드와 연결되는 접합부재를 포함하여 구성되고, 상기 접합 노드는 내부 질량이 강보다 가벼운 물질로 구비되는 강관 접합 구조물에 관한 것이다.
이와 같은 본 발명의 일실시예에 따른 강관 접합 구조물은 중량이 가벼워 사용되는 강재의 질량을 감소시킬 수 있어 상기 접합 노드의 제작시 제작비용이 감소되는 효과를 제공한다.

3. 发明公开

KR1020100046685A Ｈ형강 보와 각형 강관 기둥의 접합부 연결구조 无效
标题翻译：通过使用能量消耗装置将H型钢梁的柱状连接连接到钢方管上
公开(公告)号：KR1020100046685A
公开(公告)日：2010-05-07
申请号：KR1020080105640
申请日：2008-10-28
申请人： 주식회사 포스코 , 재단법인 포항산업과학연구원
发明人： 정진안
IPC分类号： E04B1/24 , E04B1/58 , E04B1/19 , E04B1/38
摘要： PURPOSE: A junction connecting structure of an H-steel beam and a square steel pipe column is provided to simplify construction, and to reduce construction costs without using additional diaphragms. CONSTITUTION: A junction connecting structure of an H-steel beam and a square steel pipe column comprises a square steel pipe column(10), H-steel beams(20,22), and earthquake resistant members(30). The H-steel beams are installed in both sides of the square steel pipe column, and supports a building with the square steel pipe column. The earthquake resistant members are formed between the square steel pipe column and the H-steel beams, and prevent the square steel pipe column and the H-steel beams from being broken.
摘要翻译：目的：提供H型钢梁和方钢管柱的接头连接结构，以简化结构，并且在不使用附加隔膜的情况下降低施工成本。构成：H型钢梁和方钢管柱的连接结构包括方钢管（10），H型钢梁（20,22）和抗震构件（30）。 H型钢梁安装在方钢管柱的两侧，并用方钢管柱支撑建筑物。抗震构件形成在方钢管柱和H钢梁之间，防止方钢管柱和H钢梁破裂。

4. 发明授权

KR101439754B1 육각 지오메트리 건물 외피 구조 및, 다각 지오메트리 건물 외피 구조 有权
标题翻译：六角形几何建筑环境结构和多角度几何建筑环境结构
公开(公告)号：KR101439754B1
公开(公告)日：2014-09-15
申请号：KR1020130030309
申请日：2013-03-21
申请人： 주식회사 포스코 , 재단법인 포항산업과학연구원
发明人： 최인락 , 정경수 , 정진안
IPC分类号： E04B2/88 , E04B2/96 , E04B1/58
CPC分类号： E04B1/1909 , E04B1/2403 , E04B1/5831 , E04B2/96 , E04B2001/1918 , E04B2001/1933 , E04B2001/1957 , E04B2001/2406
摘要： According to an embodiment of the present invention, provided is a steel pipe junction node. The steel pipe junction node includes: a first member which is formed in the shape of a flat plate and is arranged at the center; a second member which includes a bending unit formed by being bent at a predetermined angle; and a space unit which is arranged between the first member and the second member and has multiple steel pipe members inserted into the space. The bending units of the second member are individually coupled to the center areas on both surfaces of the first member by welding or by bolts.
摘要翻译：根据本发明的实施例，提供了一种钢管接头节点。所述钢管接头节点包括：第一部件，其形成为平板状并且布置在中心; 第二构件，其包括通过以预定角度弯曲形成的弯曲单元; 以及空间单元，其布置在所述第一构件和所述第二构件之间，并且具有插入到所述空间中的多个钢管构件。第二构件的弯曲单元通过焊接或螺栓分别联接到第一构件的两个表面上的中心区域。

5. 发明公开

KR1020140082108A 안정적인 헤드를 갖는 블라인드 볼트 체결구조체 有权
标题翻译：螺栓螺栓的紧固结构与标准头
公开(公告)号：KR1020140082108A
公开(公告)日：2014-07-02
申请号：KR1020120151523
申请日：2012-12-21
申请人： 주식회사 포스코 , 재단법인 포항산업과학연구원
发明人： 정진안 , 정용일 , 김진호 , 김영호
IPC分类号： F16B35/04 , F16B13/06
摘要： A blind bolt fastening structure according to the present invention comprises: a column-shaped body unit; a head unit having a cross section, which is more extended than the cross section of the body unit, in the upper part of the body unit; a bolt body unit which is equipped with a screw coupling unit having a processed screw in the lower part of the body unit; a tubular sleeve which is inserted into the body unit of the bolt body unit and the external diameter of the screw coupling unit; and a nut which is coupled to the screw coupling unit. The bolt body unit includes a body ring unit protruding from the body unit at a position spaced at a regular interval from the head unit. The body ring unit is structured to be separated from the body unit by compressive force applied to the tubular sleeve through being in contact with the top of the tubular sleeve when the nut is coupled. According to the present invention, a nut equipped with a front-end washer and a counterbore does not need to be used. Therefore, the manufacturing costs of the blind bolt fastening structure can be reduced. Also, strong clamping force between bonded members can be provided.
摘要翻译：根据本发明的盲螺栓紧固结构包括：柱状主体单元; 具有在主体单元的上部中具有比主体单元的横截面更大延伸的横截面的头单元; 螺栓体单元，其具有在主体单元的下部具有加工螺钉的螺纹联接单元; 插入螺栓主体单元的主体单元中的管状套筒和螺钉联接单元的外径; 以及联接到螺钉联接单元的螺母。所述螺栓体单元包括从所述主体单元以与所述头单元规则间隔隔开的位置突出的主体环单元。主体环单元被构造成通过在螺母联接时通过与管状套筒的顶部接触而施加到管状套筒的压缩力与身体单元分离。根据本发明，不需要使用装备有前端垫圈和沉头孔的螺母。因此，可以减小盲栓紧固结构的制造成本。而且，可以提供接合构件之间的强力夹持力。

6. 发明公开

KR1020090120836A 지중열교환기를 갖는 파일 기둥 구조 无效
标题翻译：直管与热交换管
公开(公告)号：KR1020090120836A
公开(公告)日：2009-11-25
申请号：KR1020080046851
申请日：2008-05-21
申请人： 주식회사 포스코 , 재단법인 포항산업과학연구원
发明人： 정진안
IPC分类号： F25B30/06
摘要： PURPOSE: A steel pipe post having an underground heat exchanger is provided to improve the construction work using underground heat exchanger. CONSTITUTION: A steel pipe post having a underground heat exchanger uses the base structure as an underground heat exchanger by inserting an underground heat exchanger(20) after building a steel pipe pile(10). The steel pipe pile is formed in the form of hollow so that the underground heat exchanger can be inserted. The underground heat exchanger is made of polyethylene or copper to have high thermal conductivity.
摘要翻译：目的：提供一种具有地下热交换器的钢管柱，以改善使用地下热交换器的施工工作。构成：具有地下热交换器的钢管柱在构建钢管桩（10）之后，通过插入地下热交换器（20）将基座结构用作地下热交换器。钢管桩以中空的形式形成，以便可以插入地下热交换器。地下热交换器由聚乙烯或铜制成，具有高导热性。

7. 发明授权

KR100752913B1 강관이 삽입된 Ｈ형 강보 有权
标题翻译： 강관이삽입된H형강보
公开(公告)号：KR100752913B1
公开(公告)日：2007-08-28
申请号：KR1020060131899
申请日：2006-12-21
申请人： (주)엔아이스틸 , 다일산업주식회사 , 주식회사 포스코 , 재단법인 포항산업과학연구원
发明人： 김갑득 , 이승은 , 정진안
IPC分类号： E04C3/04 , E04C3/07 , E04B1/24
摘要： An H-beam fitted with a steel tube is provided to secure the structural safety of a building structure with low expenses by inserting many steel tubes between an upper steel beam and a lower steel beam of a steel tube, dispersing load added on a building structure horizontally and absorbing shock effectively. The invention relates to an H-beam(20) fitted with a steel tube for absorbing load applied on a building structure by an earthquake and a wind using many steel tubes(21,22), thereby dispersing the load horizontally and absorbing shock by the load by inserting many steel tubes between an upper steel beam and a lower steel beam of the H-beam. The steel tubes are divided into a concrete filled steel tube and a hollow steel tube, and the concrete filled steel tubes are inserted to the part adjacent to two columns(P) of the H-beam, and the hollow steel tubes are inserted between the concrete filled steel tubes.
摘要翻译：为了确保建筑物的结构安全，通过在钢管的上部钢梁和下部钢梁之间插入多根钢管，从而能够以低成本确保建筑物结构的安全性有效地吸收冲击。本发明涉及一种配备有钢管的H形梁（20），该钢管用于吸收由许多钢管（21,22）通过地震和风施加在建筑物结构上的载荷，从而水平地分散载荷并通过通过在H型钢的上部钢梁和下部钢梁之间插入许多钢管来加载。将钢管分成钢管混凝土和空心钢管，将钢管混凝土插入H型钢的两根柱（P）相邻的部分，将空心钢管插入混凝土填充钢管。

8. 发明公开

KR1020140085666A 강관 기둥 연결 구조 有权
标题翻译：钢管接头结构
公开(公告)号：KR1020140085666A
公开(公告)日：2014-07-08
申请号：KR1020120153874
申请日：2012-12-26
申请人： 주식회사 포스코 , 재단법인 포항산업과학연구원
发明人： 정경수 , 정진안 , 김도환 , 최인락
IPC分类号： E04B1/24 , E04B1/58
摘要： The present invention relates to a steel pipe joint structure including: a steel pipe column having a hollow inside and a slit on one side; and a plate unit connected to be inserted into the steel pipe column through the slit formed to the steel pipe column to connect a beam member. The plate unit includes a bending plate having a bending surface in order for one plate to be inserted into the adjacent surface of the steel pipe column. The steel pipe joint structure according to an embodiment of the present invention provides an effect of improving workability as the plate is inserted into the steel pipe column through the slit without cutting one side of the steel pipe column in order for a worker to easily install a diaphragm.
摘要翻译：钢管接头结构技术领域本发明涉及一种钢管接头结构，其特征在于，具有：一侧具有中空内侧和狭缝的钢管柱; 以及板单元，其通过形成在钢管柱上的狭缝插入到钢管柱中，以连接梁构件。板单元包括具有弯曲表面的弯板，以使一个板插入到钢管柱的相邻表面中。根据本发明的实施例的钢管接头结构提供了通过切割板将钢板插入钢管柱中而不切割钢管柱的一侧来提高加工性的效果，以便工人容易地安装隔膜。

9. 发明授权

KR101351479B1 에어로겔이 혼합된 압력 감지 점착제를 이용한 단열 필름 및 그 제조 방법 有权
标题翻译：使用与空气混合的PSA的绝缘膜及其制造方法
公开(公告)号：KR101351479B1
公开(公告)日：2014-01-29
申请号：KR1020110143543
申请日：2011-12-27
申请人： 주식회사 포스코 , 재단법인 포항산업과학연구원
发明人： 임현창 , 정진안 , 김수민 , 조재훈
IPC分类号： C09J7/02 , C09J11/00 , B05D1/00 , C08J5/18
摘要： 본 발명은 에어로겔이 혼합된 압력 감지 점착제(PSA)를 이용하여 열관류율을 낮춘 단열 필름 및 그 제조 방법에 관한 것이다. 본 발명에 따른 단열 필름은, 에어로겔이 혼합된 압력 감지 점착제(PSA), 및 에어로겔이 혼합된 압력 감지 점착제(PSA)가 상부에 도포되는 필름을 포함하여 이루어진다. 본 발명에 따른 단열 필름 제조 방법은, 압력 감지 점착제의 고형분 비율을 조절하는 단계; 고형분 대비 에어로겔의 비율을 조절하는 단계; 압력 감지 점착제에 상기 에어로겔을 교반하여 혼합하는 단계; 에어로겔이 혼합된 압력 감지 점착제를 필름에 도포하는 단계를 포함하여 이루어진다.

10. 发明公开

KR1020130075238A 철근 콘크리트 기둥 내진 보강 장치 有权
标题翻译： RC柱的地震改造系统
公开(公告)号：KR1020130075238A
公开(公告)日：2013-07-05
申请号：KR1020110143540
申请日：2011-12-27
申请人： 주식회사 포스코 , 재단법인 포항산업과학연구원
发明人： 임현창 , 정진안
IPC分类号： E04H9/02 , E04B1/18 , E02D27/34
CPC分类号： E04H9/025 , E04G23/0218
摘要： PURPOSE: A seismic reinforcement device for reinforced concrete columns is provided to reinforce the shearing force of a column and to improve lateral force resistant seismic performance. CONSTITUTION: A seismic reinforcement device for reinforced concrete columns comprises a band panel member (120) and a fixing member. A band panel member adheres to the outer surface of a column (110) to spirally surround the column from the top end to the bottom end. The band panel member comprises a plurality of members and is inclined at a predetermined angle. The center of the band panel member is formed with a plurality of holes (121) in the longitudinal direction. Both tip ends of the band panel member are formed with a plurality of holes (122) in the vertical direction. The band panel member is fixed to a reinforced concrete column using the fixing member.
摘要翻译：目的：提供钢筋混凝土柱的抗震加固装置，以加强柱的剪切力，提高抗侧向抗震性能。构成：用于钢筋混凝土柱的抗震加固装置包括带板构件（120）和固定构件。带板构件粘附到柱（110）的外表面，以从顶端到底端螺旋地围绕柱。带板构件包括多个构件并且以预定角度倾斜。带板构件的中心在纵向方向上形成有多个孔（121）。带板构件的两个顶端在垂直方向上形成有多个孔（122）。带板构件使用固定构件固定到钢筋混凝土柱。

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