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51. 发明公开

KR1020090118187A 회전 매입 강관 无效
标题翻译：钢铁
公开(公告)号：KR1020090118187A
公开(公告)日：2009-11-18
申请号：KR1020080043822
申请日：2008-05-13
申请人： 재단법인 포항산업과학연구원 , 주식회사 세진에스씨엠
发明人： 정진안
IPC分类号： E02D5/56 , E02D5/28 , E02D5/80
CPC分类号： E02D5/56 , E02D5/285 , E02D5/801 , E02D2300/0029 , E02D2600/30
摘要： PURPOSE: A rotation buried steel pipe is provided to facilitate construction of steel pipes and to fix the position of the buried steel pipes more reliably. CONSTITUTION: A rotation buried steel pipe comprises a steel pile(10), a rotating part(20) which is formed in a partially incised disc shape and connected to one end of the steel pile to cover the outer surface of the steel pile, a fixed part(30) which is fastened to one side of the rotating part and protrudes out of the steel pile in the longitudinal direction to hold the buried steel pile in place. The rotating part is rotated along with the steel pile when buried.
摘要翻译：目的：提供旋转埋地钢管，方便钢管施工，更加可靠地固定埋地钢管的位置。构成：旋转埋地钢管包括钢桩（10），旋转部分（20），其形成为部分切割的盘形并连接到钢桩的一端以覆盖钢桩的外表面，固定部（30），其固定在旋转部的一侧，从长度方向向钢桩突出，以将埋钢桩保持在适当位置。当埋藏时，旋转部分与钢桩一起旋转。

52. 发明公开

KR1020090069611A 회전 매입 강관 无效
标题翻译：钢铁
公开(公告)号：KR1020090069611A
公开(公告)日：2009-07-01
申请号：KR1020070137326
申请日：2007-12-26
申请人： 재단법인 포항산업과학연구원 , 주식회사 세진에스씨엠
发明人： 정진안 , 김진국
IPC分类号： E02D5/56 , E02D5/28 , E02D5/80
CPC分类号： E02D5/56 , E02D5/285 , E02D5/801 , E02D2200/1685 , E02D2300/0029 , E02D2600/30
摘要： A rotary insertion bury steel pipe is provided to increase performance of rotary insertion because stress concentration of steel pipe is prevented by an insertion plate. A rotary insertion bury steel pipe comprises a steel pipe(100) which is able to be extended in the longitudinal direction and plural insertion plates(110). The insertion plate comprises a primary plate(112) which is coupled with the steel pipe, and a secondary plate(114) which is extended from one end of the primary plate and protrudes from the end of the steel pipe. The steel pipe is cylindrically formed with a hollow. The primary plate is formed contacting the outer surface of the steel pipe. The secondary plate comprises an incline in a preset angle and direction.
摘要翻译：提供旋转插入埋设钢管以提高旋转插入的性能，因为通过插入板防止了钢管的应力集中。旋转插入埋设钢管包括能够沿纵向延伸的钢管（100）和多个插入板（110）。插入板包括与钢管连接的主板（112）和从主板的一端延伸并从钢管的端部突出的次板（114）。钢管圆柱形地形成有中空部。主板的形状与钢管的外表面接触。次级板包括预设角度和方向的倾斜。

53. 发明公开

KR1020080057553A 프리 캐스트 충전 강관 기둥의 연결 구조 无效
标题翻译：预制混凝土填充钢管的连接结构
公开(公告)号：KR1020080057553A
公开(公告)日：2008-06-25
申请号：KR1020060130988
申请日：2006-12-20
申请人： 재단법인 포항산업과학연구원
发明人： 황정필 , 정진안
IPC分类号： E04B1/30 , E04B1/58 , E04C3/34
摘要： A connection structure of pre-cast concrete filled steel tubes is provided to facilitate connection and disconnection between steel tubes by connecting the steel tubes with each other with bolts and nuts. A connection structure of pre-cast concrete filled steel tubes comprises a first steel tube column(10), a second steel tube column(30), and fastening members. The first steel tube column includes a first steel tube body(11) and a protruded part(14). The steel tube body is filled with concrete. The protruded part is made of concrete and extends from the first steel tube body. The second steel tube column includes a second steel tube body(31) and a space(37). The second steel tube body is filled with concrete. The space is formed at the end of the second steel tube body to receive the protruded part of the first steel tube column. The fastening members, including bolts(51) and nuts(55), pass through the second steel tube body and the protruded part, when the protruded part is inserted in the space.
摘要翻译：提供预制混凝土填充钢管的连接结构，以便通过螺栓和螺母将钢管彼此连接，以便于钢管之间的连接和断开。预铸混凝土填充钢管的连接结构包括第一钢管柱（10），第二钢管柱（30）和紧固构件。第一钢管柱包括第一钢管体（11）和突出部分（14）。钢管体充满混凝土。突出部分由混凝土制成，并从第一钢管体延伸。第二钢管柱包括第二钢管体（31）和空间（37）。第二个钢管体充满混凝土。该空间形成在第二钢管体的端部，以容纳第一钢管柱的突出部分。当突出部分插入空间时，包括螺栓（51）和螺母（55）的紧固构件穿过第二钢管体和突出部分。

54. 发明公开

KR1020080057517A 슬래브 내진구조 无效
标题翻译： SLAB地震抗震建筑
公开(公告)号：KR1020080057517A
公开(公告)日：2008-06-25
申请号：KR1020060130894
申请日：2006-12-20
申请人： 재단법인 포항산업과학연구원
发明人： 정진안 , 황정필
IPC分类号： E04B5/43 , E04H9/02
摘要： A slab earthquake resistant structure of a slab is provided to decrease noise and vibration created by an earthquake by disposing an elastic member between a column and the slab. A slab earthquake resistant structure of a slab comprises a column(100), girders(105), a slab(110), and an elastic member(115). The column is set on the ground, and extends upwards. The girder is connected with the column. The slab is mounted on the girder. The elastic member is disposed between the slab and the column. The elastic member is made of at least one selected among rubber, plastic material, wood, and Styrofoam.
摘要翻译：提供了一种板坯抗震结构，通过在柱体和板坯之间设置弹性件来减少地震产生的噪音和振动。板坯的抗震板结构包括柱（100），桁材（105），板坯（110）和弹性构件（115）。柱设置在地面上，向上延伸。大梁与柱连接。板坯安装在大梁上。弹性构件设置在板坯和柱之间。弹性构件由选自橡胶，塑料，木材和发泡胶中的至少一种制成。

55. 发明公开

KR1020080057013A 콘크리트 충전강관 설치구조 失效
标题翻译：混凝土填充钢管的组装结构
公开(公告)号：KR1020080057013A
公开(公告)日：2008-06-24
申请号：KR1020060130305
申请日：2006-12-19
申请人： 재단법인 포항산업과학연구원
发明人： 황정필 , 정진안
IPC分类号： E04H12/22 , E04C3/34
CPC分类号： E04H12/2253 , E04C3/36
摘要： An assembly structure of a concrete filled steel tube is provided to transmit axial force and shearing force to a lower foundation and absorb horizontal load by installing a column base to the lower foundation rotatably via a core member. An assembly structure of a concrete filled steel tube comprises a lower foundation(200), a column(100) of a steel tube, a reinforcing plate(130), a through-hole, and a core member(300). The lower foundation is formed of concrete. The column is set on the lower foundation and filled with concrete. The reinforcing plate is fixed on the lower foundation and provided with a support hole(132) at the center. The through-hole is formed at the center of a column base(110) of the column, and corresponding to the support hole. The core member is fixed to the lower foundation, passing through the through-hole and the support hole.
摘要翻译：提供了一种混凝土填充钢管的组装结构，通过经由芯构件可旋转地将底座安装到下基座，将轴向力和剪切力传递到下基座并吸收水平载荷。混凝土填充钢管的组装结构包括下基础（200），钢管的柱（100），加强板（130），通孔和芯构件（300）。下层基础由混凝土构成。该柱设置在下基础上并充满混凝土。加强板固定在下基座上，在中心设有支撑孔（132）。通孔形成在柱的列底部（110）的中心并对应于支撑孔。芯构件固定到下基座，穿过通孔和支撑孔。

56. 发明授权

KR100797830B1 연결형 강관 失效
标题翻译：连接型钢
公开(公告)号：KR100797830B1
公开(公告)日：2008-01-24
申请号：KR1020070074850
申请日：2007-07-26
申请人： 재단법인 포항산업과학연구원 , 주식회사 세진에스씨엠
发明人： 정진안
IPC分类号： E02D5/52 , E02D5/42
CPC分类号： E02D5/526 , E02D5/42 , E02D2600/20
摘要： A connecting type steel pile is provided to shorten a period of construction by connecting a steel pipe to a foundation of a building and connecting two steel pipes simply by joining guide members with an auxiliary guide member using fastening members. A connecting type steel pile includes a steel pipe(10) extended in the longitudinal direction and buried under the ground by external force, plural guide members(110) projected to the outside of one of two ends of the steel pipe, a connecting member(12) joined to one end of the steel pipe, an auxiliary guide member(120) projected to the outside of one of two ends of the connecting member and welded to the connecting member, and fastening members(14) joined to holes(122) of the auxiliary guide member, and then fastened to holes(112) of the guide members to couple the guide members and the auxiliary guide member.
摘要翻译：提供了一种连接式钢桩，通过将钢管连接到建筑物的基座并且通过使用紧固构件将引导构件与辅助引导构件接合而简单地连接两个钢管来缩短施工期。连接型钢桩包括沿纵向延伸并通过外力埋在地下的钢管（10），多个引导构件（110）突出到钢管的两端之一的外侧，连接构件 12），其连接到所述钢管的一端，辅助引导构件（120）突出到所述连接构件的两个端部中的一个的外侧并焊接到所述连接构件，以及连接到孔（122）的紧固构件（14），然后紧固到引导构件的孔（112）以联接引导构件和辅助引导构件。

57. 发明授权

KR101988662B1 건축물 환기구조 有权
公开(公告)号：KR101988662B1
公开(公告)日：2019-06-12
申请号：KR1020120095083
申请日：2012-08-29
申请人： 주식회사 포스코
发明人： 이진욱 , 정진안 , 전배호
IPC分类号： F24F13/06 , F24F7/06 , F24F13/02

58. 发明授权

KR102020441B1 충전강관기둥 및, 강관기둥구조체 有权
公开(公告)号：KR102020441B1
公开(公告)日：2019-09-11
申请号：KR1020170066903
申请日：2017-05-30
申请人： 주식회사 포스코
发明人： 정경수 , 이정해 , 정진안
IPC分类号： E04C3/36 , E04C5/03

59. 发明授权

KR101665815B1 구조물 시스템 有权
标题翻译：结构系统
公开(公告)号：KR101665815B1
公开(公告)日：2016-10-13
申请号：KR1020140189035
申请日：2014-12-24
申请人： 주식회사 포스코
发明人： 정경수 , 정진안 , 최인락
IPC分类号： E04B1/38
摘要： 본발명은기본골조를구성하는복수개의구조부재; 상기구조부재의연결부분에배치되어, 상기구조부재를연결하는복수개의접합노드;를포함하고, 상기접합노드는, 노드본체와, 상기노드본체에서방사상으로분기되어형성되는지지부재및, 상기지지부재의사이에형성되어상기구조부재가삽입되는영역인공간부를구비하는접합노드유닛; 및, 상기노드본체에형성된관통홀에삽입되어, 상하방향으로배치되는상기접합노드유닛을연결하는삽입강재;를포함하고, 상기접합노드유닛은상기삽입강재에회전가능하게설치되어, 상기접합노드에설치되는상기구조부재의결합각도가설정가능하게구비되고, 상기접합노드유닛은, 상기노드본체의상면에서하측으로연장형성되는상부관통홀과, 상기노드본체의하면에서상측으로연장형성되는하부관통홀을구비하고, 상기삽입강재는, 상측에배치되는상기접합노드유닛의하부관통홀과, 하측에배치되는접합노드유닛의상부관통홀에삽입설치되고, 상측에배치되는상기접합노드유닛의상부관통홀과, 하측에배치되는상기접합노드유닛의하부관통홀중 적어도어느일측에는추가적으로설치되는 2차부재의설치공간으로활용되고, 상기접합노드유닛의상기공간부에상기구조부재의접합단부가삽입된상태에서연결되고, 상기접합노드유닛중 일부는상기노드본체에서분기되는상기지지부재의수가상이하게구비되는것을특징으로하는구조물시스템을제공한다.

60. 发明公开

KR1020130075641A 건축물 환기구조 审中-实审
标题翻译：通风通风结构
公开(公告)号：KR1020130075641A
公开(公告)日：2013-07-05
申请号：KR1020120095083
申请日：2012-08-29
申请人： 주식회사 포스코
发明人： 이진욱 , 정진안 , 전배호
IPC分类号： E06B7/02 , F24F7/04 , F24F7/10
CPC分类号： F24F13/06 , F24F7/065 , F24F13/0236
摘要： PURPOSE: A ventilation structure for a building is provided to reduce the costs required for supplying external air to the inside a building and to cool or heat the external air passing through the underground of the building. CONSTITUTION: A ventilation structure for a building comprises an air supply part (200) and a ventilation part (300). One side of the air supply part is exposed to the ground, and the other side is connected to a building to move external air into the building through the underground. The ventilation part is formed in the building to be connected to the air supply part and sends the external air flowing from the air supply part to the building to the inside the building.
摘要翻译：目的：提供建筑物的通风结构，以减少向建筑物内部供应外部空气所需的费用，并冷却或加热通过建筑物地下的外部空气。构成：建筑物的通风结构包括供气部分（200）和通风部分（300）。空气供应部分的一侧暴露于地面，另一侧连接到建筑物，以通过地下将外部空气移动到建筑物内。通风部分形成在建筑物中以连接到供气部分，并将从供气部分流出的外部空气发送到建筑物到建筑物内部。

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