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11. 发明授权

KR101750177B1 절단 브리지형 펀칭전단 보강재 및 이를 이용한 기초판의 시공방법 有权
公开(公告)号：KR101750177B1
公开(公告)日：2017-06-22
申请号：KR1020150160681
申请日：2015-11-16
申请人： 한국건설기술연구원 , 신세계건설(주) , 아이앤티엔지니어링(주)
发明人： 이상섭 , 배규웅 , 박금성 , 곽명근 , 김형도 , 홍성엽 , 배진모 , 박성순 , 정성욱 , 이명 , 김태길 , 남순우
IPC分类号： E02D27/14 , E02D27/08 , E02D5/48
摘要： 본발명은건물기초판의취성적인펀칭전단파괴를방지하고, 이에따라기초판의두께를줄일수 있어경제성과시공성이확보될수 있는분리독립형펀칭전단보강재를이용한기초판의시공방법을제공한다.본발명의적절한실시형태에따르면, 시공될기초판위치에기초하부철근과기초상부철근이배근되고기초판에기둥이입설될위치에기둥주철근이배근되는단계; 기둥주철근의하부측단면둘레로기둥단면의형상에대응하여펀칭전단보강재가보강재브리지수단을통해상호연결된상태에서일체의형태로배치되어직경이큰 부분이상향으로직경이작은부분이하향되는방향자세를갖고기둥의하부측가장자리에접하여기초판상부의기초상부철근의바로밑에설치되는단계; 기초판콘크리트가타설양생되어펀칭전단균열의차단과동시에콘크리트가 3축압축이일어나도록펀칭전단보강재의내외부로콘크리트가충진되는단계를포함하되; 상기펀칭전단보강재는일정두께의강판으로제작된일정높이를갖고예각의측면경사각도에의해원추형태를이루는스커트부가구비되되, 스커트부의일부분이절단·절취되어기둥표면에펀칭전단보강재가근접위치되도록하는 1개소또는 2개소에기둥근접용절단면이형성되어있는구조를가지고, 펀칭전단에취약한기둥주변기초판상부의응력분포를 3축압축상태로유지하고균열이발생하더라도스커트부가차단함으로써전단내력을증가시키는것을특징으로한다.

12. 发明授权

KR101443567B1 유닛구조체용 보 有权
标题翻译：单元模块化房屋的梁
公开(公告)号：KR101443567B1
公开(公告)日：2014-09-26
申请号：KR1020130101800
申请日：2013-08-27
申请人： 한국건설기술연구원
发明人： 박금성 , 배규웅 , 이상섭 , 임석호 , 홍성엽
IPC分类号： E04C3/293
摘要： The present invention relates to a beam for modular structure which enables convenient manufacturing of beams in a modular structure and easy connection of the beams and a column and is capable of efficiently configuring sections. The beam is manufactured by including the concrete (C) filling an internal void unit (S1) formed by an upper horizontal plate, a side vertical plate, a lower horizontal plate, and another side vertical plate formed by curving steel plates with a floor plate.
摘要翻译：本发明涉及一种用于模块化结构的梁，其能够以模块化结构方便地制造梁，并且能够容易地连接梁和柱，并且能够有效地构造截面。通过包括填充由上水平板，侧垂直板，下水平板和另一侧板垂直板形成的内部空隙单元（S1）的混凝土（C）制造梁，所述侧板由钢板弯曲形成，。

13. 发明授权

KR101413134B1 십자형연결재를 이용한 모듈러 유닛구조체와 기초의 접합부 구조 有权
标题翻译：模块化结构和基础使用交叉连接器的联合系统
公开(公告)号：KR101413134B1
公开(公告)日：2014-07-01
申请号：KR1020130084874
申请日：2013-07-18
申请人： 한국건설기술연구원
发明人： 박금성 , 배규웅 , 이상섭 , 임석호 , 홍성엽
IPC分类号： E02D27/02 , E02D5/12 , E04B1/21 , E04B1/61 , E02D5/34 , E02D5/28
CPC分类号： E02D27/02 , E02D5/12 , E02D5/285 , E02D5/34 , E04B1/21 , E04B1/6125
摘要： Disclosed is a joint unit structure of a modular unit structure and a base unit a cross connector. A joint unit of a lower pillar of a modular unit structure has a cross connector at the lower part. The base has an embedded hole at a position where the joint unit having the cross connector at the lower part is located. The joint unit having the cross connector at the lower part is inserted into the embedded hole, and fillers are poured into the embedded hole. The pillar of the modular unit structure and the embedded hole are completely combined. Therefore, the foundation and the modular unit structure are completely fixed.
摘要翻译：公开了一种模块化单元结构的联合单元结构和一个交叉连接器的基座单元。模块化单元结构的下柱的联接单元在下部具有交叉连接器。基座在下部具有十字接头的接头单元所在的位置处具有嵌入孔。将下部具有十字连接器的接头单元插入到嵌入孔中，并将填料注入到嵌入孔中。模块化单元结构的支柱和嵌入式孔完全组合。因此，基础和模块化单元结构完全固定。

14. 发明授权

KR101409796B1 유닛구조체용 절곡형 기둥을 이용한 유닛구조체 접합부 有权
标题翻译：单元模块化房屋使用弯曲柱单元模块化房屋连接结构
公开(公告)号：KR101409796B1
公开(公告)日：2014-06-24
申请号：KR1020130084872
申请日：2013-07-18
申请人： 한국건설기술연구원
发明人： 박금성 , 배규웅 , 이상섭 , 임석호 , 홍성엽
IPC分类号： E04B1/24 , E04B1/58
摘要： The present invention relates to a connection unit including a bent end unit which is formed as both ends of a vertical plate is bent at more than 90 degrees toward a rear side (A1) and a connection attachment unit which is continuously formed at the end of both bent end units at right angles by being bent. Multiple bending columns for a unit structure, which has a column opening unit (S) between the connection attachment units, are attached to each other so that the connection unit is formed. The adjacent bending end units are connected to each other in the connection unit so that a column connection unit of a closed cross section is formed.
摘要翻译：连接单元技术领域本发明涉及一种连接单元，包括：弯曲端单元，其形成为垂直板的两端，朝向后侧（A1）弯曲90度以上;连接安装单元，其连续地形成在两个弯曲的端部单元通过弯曲成直角。用于单元结构的多个弯曲柱，其在连接附接单元之间具有列开口单元（S），彼此附接，使得形成连接单元。相邻的弯曲端单元在连接单元中彼此连接，从而形成闭合截面的列连接单元。

15. 发明授权

KR101409231B1 유닛구조체용 CFT 기둥, 유닛구조체용 CFT 기둥과 다이아프램을 이용한 철골구조물 有权
标题翻译： CFT柱用于单元模块化房屋，钢框架结构使用图形和CFT柱
公开(公告)号：KR101409231B1
公开(公告)日：2014-06-24
申请号：KR1020130101802
申请日：2013-08-27
申请人： 한국건설기술연구원
发明人： 박금성 , 배규웅 , 이상섭 , 임석호 , 홍성엽
IPC分类号： E04B1/18 , E04C3/34 , E04B1/30
摘要： The present invention relates to a CFT column for a unit structure manufactured by placing concrete in a closed cross-sectional pipe and to a steel frame structure using a diaphragm for a unit structure, capable of efficiently forming a cross section and reducing manufacturing costs. The steel frame structure allows a worker to conveniently manufacture the column of the unit structure and conveniently connect beams. The closed cross-sectional pipe is simply assembled by using bent opened cross sections. The beam is inserted into a diaphragm, and the CFT column is integrated on the upper part of the diaphragm and the upper surface or the lower surface of a lower connection plate.
摘要翻译：本发明涉及一种用于单体结构的CFT柱，其通过将混凝土放置在封闭的横截面管中，并且使用能够有效地形成横截面并降低制造成本的单元结构的隔膜的钢框架结构。钢框架结构允许工人方便地制造单元结构的柱，并且方便地连接梁。闭合的横截面管道通过弯曲的开放横截面简单地组装。光束插入隔膜中，CFT柱整合在隔膜的上部和下连接板的上表面或下表面上。

16. 发明授权

KR101363839B1 펀칭전단 방지용 보강재 有权
标题翻译：用于防止冲压切割的加固部件
公开(公告)号：KR101363839B1
公开(公告)日：2014-02-26
申请号：KR1020120098344
申请日：2012-09-05
申请人： 한국건설기술연구원 , 신세계건설(주)
发明人： 배규웅 , 이상섭 , 박금성 , 홍성엽 , 김대중 , 김재영 , 박성순
IPC分类号： E04C5/01 , E04B5/43
摘要： The present invention provides a reinforcement member for preventing punching shear stress, capable of enabling a range to which shear stress is applied to be widely extended by being formed in a plate shape and including a taper embedded into a slab on a head of a column. According to an embodiment of the present invention, the reinforcement member has an upper disk having a predetermined thickness; a cone-shaped skirt unit having cross-section having the circumference on a plane of the upper disk at a predetermined angle while rising from the upper side to the lower side by being extended downwards; filler injection holes penetrated through the circumference of the cone-shaped skirt unit at constant intervals; and a circular flange having a fixed width horizontally bent to be parallel to the upper disk in the cone-shaped skirt unit.
摘要翻译：本发明提供了一种用于防止冲压剪切应力的加强构件，能够使得施加剪切应力的范围通过形成为板状并且包括镶嵌在塔头上的板中的锥形而被广泛地延伸。根据本发明的实施例，加强构件具有预定厚度的上盘; 锥形裙部单元，其具有在从上侧向下侧向上延伸的同时以预定角度在上盘的平面上具有圆周的横截面; 填充物注入孔以恒定的间隔穿过锥形裙部单元的圆周; 以及具有固定宽度的圆形凸缘，其水平弯曲成与锥形裙部单元中的上盘平行。

17. 外观设计

KR3007156800000S 有权
公开(公告)号：KR3007156800000S
公开(公告)日：2013-11-11
申请号：KR3020120059406
申请日：2012-12-10
申请人： 한국건설기술연구원
设计人： 이상섭 , 배규웅 , 박금성 , 홍성엽

18. 发明授权

KR101236592B1 유닛모듈라 주택의 철골 구조물 접합 구조 有权
标题翻译：单元模块化房屋的钢框架结构
公开(公告)号：KR101236592B1
公开(公告)日：2013-02-22
申请号：KR1020120070336
申请日：2012-06-28
申请人： 한국건설기술연구원
发明人： 배규웅 , 박금성 , 이상섭 , 임석호 , 홍성엽
IPC分类号： E04B1/24 , E04B1/58 , E04B1/348
摘要： PURPOSE: A junction structure for a steel frame applied to a unit modular housing is provided to improve resistance against lateral forces such as a wind load and a support load. CONSTITUTION: A junction structure for a steel frame applied to a unit modular housing is such that a fastening bracket(20), which has plural junction vanes(21) faced on the column(12) and the beam(14) of each steel frame, is installed on a junction among the steel frames applied to the unit modular housing in order to integrally join the steel frames left and right, and up and down. Assembling position for the fastening bracket and the column is determined. The fastening bracket has protruded hooks(22) in order to disperse a lateral load applied to the column of the steel frame.
摘要翻译：目的：提供应用于单元模块化壳体的钢框架的接头结构，以改善对侧向力（如风荷载和支撑载荷）的抵抗力。构成：应用于单元模块化壳体的钢框架的接合结构使得具有面对柱（12）的多个接合叶片（21）和每个钢框架的梁（14）的紧固支架（20），安装在应用于单元模块化外壳的钢框架之间的连接处，以便左右钢板框架上下整体连接。确定紧固支架和支柱的组装位置。紧固支架具有突出的钩（22），以分散施加到钢框架的柱的横向载荷。

19. 发明授权

KR101835354B1 콘크리트 충전형 기둥과 십자형 연결재를 이용한 유닛구조체 및 그 시공방법 有权
公开(公告)号：KR101835354B1
公开(公告)日：2018-03-08
申请号：KR1020150152136
申请日：2015-10-30
申请人： 한국건설기술연구원
发明人： 곽명근 , 이상섭 , 김형도 , 홍성엽 , 배규웅 , 박금성
IPC分类号： E04B1/30 , E04B1/58 , E04B1/19
摘要： 개단면관형태로내부콘크리트를타설하여제작되는유닛구조체용콘크리트충전형기둥과유닛구조체의기둥제작과보의연결이편리하고제작및 설치비용이저렴해질뿐만아니라효율적으로단면을구성할수 있는유닛구조체및 그시공방법에관한것으로서, 상기유닛구조체의콘크리트충전형기둥은판재를직각으로절곡시키고절곡단부일단을다시직각으로절곡시켜일측모서리에개방된기둥개구부(S)가형성되도록하거나절곡겹침부을구부려형성시킨개단면절곡판; 및저면과상면에일체로형성된연결홀이형성된연결마구리판을포함하며, 상기연결마구리판은사각판재형태로서연결마구리판의모서리와유닛구조체용콘크리트충전형기둥의상면및 저면의모서리가서로일치하도록하여콘크리트가노출된일측모서리에연결홀이돌출되도록형성된다.

20. 发明公开

KR1020170057064A 절단 브리지형 펀칭전단 보강재 및 이를 이용한 기초판의 시공방법 有权
标题翻译：切割桥式冲切加固件及使用其的基板的制造方法
公开(公告)号：KR1020170057064A
公开(公告)日：2017-05-24
申请号：KR1020150160681
申请日：2015-11-16
申请人： 한국건설기술연구원 , 신세계건설(주) , 아이앤티엔지니어링(주)
发明人： 이상섭 , 배규웅 , 박금성 , 곽명근 , 김형도 , 홍성엽 , 배진모 , 박성순 , 정성욱 , 이명 , 김태길 , 남순우
IPC分类号： E02D27/14 , E02D27/08 , E02D5/48
摘要： 본발명은건물기초판의취성적인펀칭전단파괴를방지하고, 이에따라기초판의두께를줄일수 있어경제성과시공성이확보될수 있는분리독립형펀칭전단보강재를이용한기초판의시공방법을제공한다. 본발명의적절한실시형태에따르면, 시공될기초판위치에기초하부철근과기초상부철근이배근되고동시에기초판에기둥이입설될위치에기둥주철근이배근되는단계와; 기둥주철근의최하부측단면둘레로기둥단면의형상에대응하여적정개수의펀칭전단보강재가보강재브리지를통해상호연결된상태에서일체의형태로배치되어직경이큰 부분이상향으로직경이작은부분이하향되는방향자세를갖고기둥의하부측가장자리에접하여기초상부철근의바로밑에배치고정설치되는단계와; 배근된철근에콘크리트가타설양생되어펀칭전단균열의차단과동시에콘크리트가 3축압축이일어나도록펀칭전단보강재의내외부로콘크리트가충진되는단계를포함하되; 상기펀칭전단보강재는일정두께의강판으로제작된일정높이를갖는원추형태로서동일축상으로일단에직경이작은충진소구멍과타단에상대적으로직경이큰 충진대구멍및 내부로충진소구멍에서충진대구멍을향해개구되어있는콘크리트충진실을형성시키는스커트부가구비되되, 스커트부의일부분이절단·절취되어기둥표면에펀칭전단보강재가근접위치되도록하는기둥근접용절단면이형성된구조를갖는특징으로한다.
摘要翻译：本发明防止了基础板和建筑的脆性冲压剪切破坏，yiettara所以能够降低基片的厚度提供的底板的与单独的独立冲切能够固定是经济的和可加工性增强物的施工方法。根据本发明，这是基于yibaegeun柱的优选实施例jucheolgeun yibaegeun上加强和基于所述基板，其中在同一时间的结构被导入在所述基板和所述步进位置磺酸支柱下部加固; 塔底侧，其中冲切对应于列的横截面的横截面周长增强件的形状的适当数量的通过是直径的这一小部分向下jucheolgeun很大一部分乌托邦直径加强桥方向上布置成一体的形式在连接状态将钢筋布置和固定到立柱的底部并直接在钢筋下方的步骤; 包括：在其中混凝土填充在进出冲剪加强的固化混凝土浇注在加强和在冲压剪切的同时阻挡钢筋破解混凝土达到压缩的3轴的步骤; 冲压抗剪钢筋是在填充sogumeong成锥形形状具有相对大的孔和内大填充直径到小填充sogumeong和在同一轴线上，另一端一个直径由预定厚度的钢板的预定高度的孔的填充切割并切割裙部的一部分，使得冲切剪切加强件靠近柱表面定位。

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