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71. 发明公开

KR1020150010207A 매입저면플레이트를 이용한 모듈러 유닛구조체와 기초의 접합부 구조 无效
标题翻译：模块化单元结构和基板接合系统
公开(公告)号：KR1020150010207A
公开(公告)日：2015-01-28
申请号：KR1020130084875
申请日：2013-07-18
申请人： 한국건설기술연구원
发明人： 박금성 , 배규웅 , 이상섭 , 임석호 , 홍성엽
IPC分类号： E02D27/00 , E02D29/16
CPC分类号： E02D27/00 , E02D29/16 , E02D2200/12 , E02D2200/1628 , E02D2250/003
摘要： 모듈러 유닛구조체 기둥의 하단부 저면에 매입저면플레이트를 배치시킨 상태에서 미리 기초에 형성된 매입공에 매입하여 결합되도록 하여, 기초와 모듈러 유닛구조체간의 완전고정을 구현한 모듈러 유닛구조체와 기초의 접합부 구조로서 모듈러 유닛구조체는 기둥의 하단부가 결합부를 구성하며 상기 결합부에는 저면 또는 중간부위에 수평플레이트 형태의 매입저면플레이트가 일체로 형성되며, 상기 기초는 매입저면플레이트가 저면 또는 중간부위에 형성된 결합부가 위치할 곳에 매입공이 미리 형성되도록 하여, 상기 매입공의 내부에 매입저면플레이트가 저면 또는 중간부위에 형성된 결합부를 삽입하고 매입공의 내부에 충진재를 타설하여 모듈러 유닛구조체의 기둥의 결합부를 고정시키게 된다.
摘要翻译：本发明涉及用于连接模块化单元结构和基础单元的连接结构。连接结构可以通过在模块化单元结构柱的端部单元的下表面上布置嵌入的下板，将基础单元和模块化单元结构完全固定在一起。模块化单元结构使用列的下端作为耦合单元。联接单元在下表面或中间部分与嵌入式下板一体地形成水平板的形状。基础单元预先形成在与形成在嵌入式下板的下表面或中间部分上的联接单元相对应的区域上的嵌入槽，使得形成在嵌入式下板的下表面或中间部分上的联接单元进入嵌入槽。然后将填充材料倒入嵌入槽以固定模块化单元结构柱的联接单元。

72. 发明公开

KR1020140070290A 평면형 수평전단 연결재를 구비한 프리캐스트 콘크리트 합성슬래브 및 그 시공 방법 无效
标题翻译：具有水平切割连接构件的预制混凝土板及其相关方法
公开(公告)号：KR1020140070290A
公开(公告)日：2014-06-10
申请号：KR1020120138606
申请日：2012-11-30
申请人： 한국건설기술연구원
发明人： 배규웅 , 박금성 , 이상섭 , 홍성엽
IPC分类号： E04B5/32 , E04B5/38
CPC分类号： E04B5/19 , E04B1/38 , E04B5/38 , E04C5/06
摘要： Provided are a precast composite slab including a flat plate type horizontal shear connection member and a construction method for the same. A reinforcing bar or the flat plate type horizontal shear connection member processed by the reinforcing bar is used so that the present invention prevents a concrete interface of the precast concrete composite slab from being slipped by a horizontal shearing force. The present invention also can improve resistance performances on a vertical shearing force at the end of a PC slab than an existing horizontal shear connection member by using the horizontal shear connection member processed in the flat plate type. The present invention also easily corresponds to the increased vertical shear force by controlling the diameter and an inclination angle (α) of a vertical bar and an inclination bar of the horizontal shear connection member so that the present invention is efficient and economic.
摘要翻译：提供一种包括平板型水平剪切连接构件的预制复合板及其构造方法。使用由钢筋加工的钢筋或平板型水平剪切连接件，从而防止预制混凝土复合板的混凝土界面被水平剪切力滑动。本发明还可以通过使用以平板型加工的水平剪切连接部件，来提高PC板坯端部的垂直剪切力比现有水平剪切连接部件的抗性能。本发明还通过控制水平剪切连接构件的垂直杆和倾斜杆的直径和倾斜角（α）来容易地对应于增加的垂直剪切力，使得本发明是有效和经济的。

73. 发明公开

KR1020140036458A 모듈러 건축물의 프리패브 바닥 시스템 有权
标题翻译：模块化系统的前置地板系统
公开(公告)号：KR1020140036458A
公开(公告)日：2014-03-26
申请号：KR1020120102389
申请日：2012-09-14
申请人： 한국건설기술연구원
发明人： 배규웅 , 박금성 , 이상섭 , 임석호 , 홍성엽
IPC分类号： E04B5/40 , E04F15/02 , E04B1/348
摘要： The present invention relates to a prefab floor system of a modular building and, more specifically, to a prefab floor system of a modular building capable of reducing construction period and construction error and reducing concrete weight and floor crashing sound, such as vibration and noise. According to a preferable embodiment of the present invention, the prefab floor system of a modular building is formed between lower beams in a modular unit composed of a column and a beam, and includes: a truss bar reinforcing deck which is installed between lower beams, have a floating structure by having a space part under concrete, and has a base plate and a truss bar installed on the base; a wire mesh arranged on the truss bar reinforcing deck; and a concrete casted on the truss bar reinforcing deck between the lower beams.
摘要翻译：本发明涉及一种模块化建筑的预制地板系统，更具体地涉及一种能够减少施工周期和施工误差并减少混凝土重量和地板撞击声（如振动和噪声）的模块化建筑的预制地板系统。根据本发明的优选实施例，模块化建筑物的预制地板系统以由柱和梁组成的模块单元形成在下梁之间，并且包括：桁架杆加强板，其安装在下梁之间，通过在混凝土下面具有空间部分而具有浮动结构，并且具有安装在基座上的基板和桁架杆; 布置在桁架杆加强板上的丝网; 和混凝土浇筑在下梁之间的桁架梁加强甲板上。

74. 外观设计

KR3007156840000S 有权
公开(公告)号：KR3007156840000S
公开(公告)日：2013-11-11
申请号：KR3020120059410
申请日：2012-12-10
申请人： 한국건설기술연구원
设计人： 이상섭 , 배규웅 , 박금성 , 홍성엽

75. 发明授权

KR101304335B1 절곡성형부재를 구비한 프리캐스트 콘크리트 합성슬래브 및 그 시공 방법 失效
标题翻译：具有可变水平切割连接构件的预制混凝土板及其相同方法
公开(公告)号：KR101304335B1
公开(公告)日：2013-09-11
申请号：KR1020120138545
申请日：2012-11-30
申请人： 한국건설기술연구원
发明人： 이상섭 , 배규웅 , 박금성 , 홍성엽
IPC分类号： E04B5/16 , E04B5/32
CPC分类号： E04B5/18 , E04B1/04 , E04B5/23 , E04B5/38 , E04B2103/02 , E04C5/06 , E04C5/16
摘要： PURPOSE: A precast concrete composite slab with a bend forming member and a construction method for the same are provided to prevent relative sliding motions on the concrete interface of a precast concrete composite slab due to a horizontal shearing force. CONSTITUTION: A precast concrete composite slab with a bend forming member comprises a bend forming member (110), hook fixing members (120a,120b), a variable horizontal shear connector (130), and a flat part (140). The bend forming member is arranged on the top of the flat part in the width or longitudinal direction. The top of the bending member is open in order to form a groove on the surface of the flat part. A hook fixing member is joined to the bottom of the bend forming member in order to be extended into the rib of the flat member. The variable horizontal shear connector is inserted into the groove of the bend forming member. The flat part is embedded by pouring concrete with the bend forming member, the hook fixing member, and the variable horizontal shear connector to be connected to each other.
摘要翻译：目的：提供一种具有弯曲成形构件的预制混凝土复合板及其施工方法，以防止由于水平剪切力在预制混凝土复合板的混凝土界面上的相对滑动运动。构成：具有弯曲成形构件的预制混凝土复合板包括弯曲形成构件（110），钩固定构件（120a，120b），可变水平剪切连接器（130）和平坦部分（140）。弯曲形成部件在宽度方向或长度方向上配置在平坦部的顶部。弯曲构件的顶部是敞开的，以便在平坦部分的表面上形成凹槽。钩形固定构件连接到弯曲成形构件的底部，以便延伸到平坦构件的肋中。可变水平剪切连接器插入弯曲成形构件的凹槽中。通过将弯曲成形构件，钩固定构件和可变水平剪切连接器浇注混凝土来将平坦部分嵌入以彼此连接。

76. 发明授权

KR101294289B1 건식형 좌굴방지 가새 및 그 시공 방법 有权
标题翻译：干式破碎带的制作及其制造方法
公开(公告)号：KR101294289B1
公开(公告)日：2013-09-05
申请号：KR1020120142198
申请日：2012-12-07
申请人： 한국건설기술연구원
发明人： 이상섭 , 배규웅 , 박금성 , 임석호
IPC分类号： E04B1/98 , E04H9/02
CPC分类号： E04B1/98 , E04B1/18 , E04H9/021 , E04H9/14
摘要： PURPOSE: A dry process type buckling preventing brace and a construction method thereof are provided to easily handle a buckling preventing brace by reducing a weight and to be applied without the restriction of sizes or lengths of the buckling preventing brace by constructing the buckling preventing brace in a dry process method. CONSTITUTION: A dry process type buckling preventing brace (100) comprises a brace core (110), a first curve forming fixing member (130), a first plate outer cover (140), a second plate outer cover (150), and fastening members (160,170). The brace core is fastened to a building structure in order to prevent buckling. The first curve forming fixing member is welded on the first plate outer cover at regular intervals. The second curve forming fixing member is welded on the second plate outer cover at the regular intervals. The first plate outer cover is formed in a C shape and includes a first fastening hole. The second plate outer cover is formed in the C shape and includes a second fastening hole. The position of the second plate outer cover is arranged in order to correspond to the first plate outer cover. The fastening member fastens the first plate outer cover and the second plate outer cover through the first fastening hole and the second fastening hole. [Reference numerals] (AA,BB,CC,DD) Bolting
摘要翻译：目的：提供一种干式加工型抗弯曲支架及其施工方法，通过减轻重量和容易地处理防扭曲支架，并且在不受防扭矩支架的尺寸或长度的限制的情况下，通过在干法处理。构造：干式加工型抗弯曲支架（100）包括支撑芯（110），第一弯曲形成固定构件（130），第一板外盖（140），第二板外盖（150）和紧固会员（160,170）。支撑芯被固定到建筑结构以防止弯曲。第一曲线形成固定构件以规则的间隔焊接在第一板外盖上。第二曲线形成固定构件以规则的间隔焊接在第二板外盖上。第一板外盖形成为C形并包括第一紧固孔。第二板外盖形成为C形并包括第二紧固孔。布置第二板外盖的位置以便对应于第一板外盖。紧固构件通过第一紧固孔和第二紧固孔固定第一板外盖和第二板外盖。（附图标记）（AA，BB，CC，DD）螺栓

77. 发明公开

KR1020120135566A 덧침 콘크리트와 일체성 향상을 위한 중공슬래브 有权
标题翻译： HOLLOW CORE SLAB改进附加混凝土结构
公开(公告)号：KR1020120135566A
公开(公告)日：2012-12-17
申请号：KR1020110054350
申请日：2011-06-07
申请人： 한국건설기술연구원
发明人： 배규웅 , 박금성 , 이상섭
IPC分类号： E04B5/32
摘要： PURPOSE: A hollow core slab for improving integrity with a topping concrete is provided to increase an integrity area with a topping concrete on the top side by including the side connection portion of a hollow core slab, thereby improving the integrity with the topping concrete. CONSTITUTION: A hollow core slab(10A) for improving integrity with a topping concrete(1) includes a convex portion(100) and a concave portion(200). The convex portion has a certain thickness(T) from a bottom surface(11). The convex portion includes a plurality of convex hollows(102). The convex hollow is formed in length direction of the hollow core slab and arranged in width direction of the convex portion. The concave portion is formed to be integrally extended at both ends of the convex portion in width direction. The thickness(t) of the concave portion is thinner than the thickness(T) of the convex portion. A hatching-patterned binding area(20) is provided on the top side of the concave portion. The hatching-patterned binding area is bound to the topping concrete which is placed in the hollow core slab. The concave portion includes a plurality of concave hollows(202). The concave hollow is formed in length direction of the hollow core slab and arranged in width direction of the concave portion.
摘要翻译：目的：提供一种用顶部混凝土提高整体性的中空芯板，通过包括中空芯板的侧连接部分来增加顶顶混凝土的整体面积，从而提高顶部混凝土的完整性。构成：用顶部混凝土（1）提高完整性的中空板坯（10A）包括凸部（100）和凹部（200）。凸部具有从底面（11）的一定厚度（T）。凸部包括多个凸形凹部（102）。凸形中空部形成在中空芯板的长度方向，并且在凸部的宽度方向上配置。凹部形成为在宽度方向的凸部的两端一体地延伸。凹部的厚度（t）比凸部的厚度（T）薄。在凹部的上侧设置有阴影图案的装订区域（20）。阴影图案化的结合区域与放置在中空芯板中的顶部混凝土结合。凹部包括多个凹形凹部（202）。凹形中空部形成在中空芯板的长度方向上，并且在凹部的宽度方向上配置。

78. 外观设计

KR3006546940001S 有权
公开(公告)号：KR3006546940001S
公开(公告)日：2012-09-17
申请号：KR3020110020179
申请日：2011-05-18
申请人： 한국건설기술연구원
设计人： 박금성 , 배규웅 , 이상섭

79. 发明授权

KR101173688B1 난방배관 일체형 경량합성바닥판을 사용한 모듈러 유닛 시스템 有权
标题翻译：具有地板加热板的模块化单元系统
公开(公告)号：KR101173688B1
公开(公告)日：2012-08-13
申请号：KR1020110098369
申请日：2011-09-28
申请人： 한국건설기술연구원
发明人： 박금성 , 이상섭 , 허병욱 , 홍성엽 , 임석호 , 배규웅
IPC分类号： E04B1/348 , E04B1/02 , E04F15/18 , E04B1/38
摘要： PURPOSE: A modular unit system using a lightweight composite bottom plate integrated with a heating pipeline is provided to prevent vibration and impact sounds from being directly transferred to a modular unit. CONSTITUTION: A modular unit system using a lightweight composite bottom plate integrated with a heating pipeline is formed by horizontally or vertically connecting modular units. Each modular unit is formed by assembling columns, beams(130), and a bottom plate. The bottom plate is composed of a lightweight composite bottom plate formed by concrete(20), joists(11), and a hot water panel(70). The bottoms are buried in the concrete, and the tops are exposed to the outside. The hot water panel is formed on the tops of the joists.
摘要翻译：目的：使用与加热管道集成的轻质复合底板的模块化单元系统，以防止振动和冲击声直接传递到模块化单元。构成：使用与加热管道集成在一起的轻质复合底板的模块化单元系统通过水平或垂直连接模块单元形成。每个模块化单元通过组装柱，梁（130）和底板形成。底板由由混凝土（20），托梁（11）和热水板（70）形成的轻质复合底板组成。底部被埋在混凝土中，顶部暴露在外面。热水面板形成在托梁的顶部。

80. 外观设计

KR3006546940000S 有权
公开(公告)号：KR3006546940000S
公开(公告)日：2012-08-06
申请号：KR3020110020178
申请日：2011-05-18
申请人： 한국건설기술연구원
设计人： 박금성 , 배규웅 , 이상섭

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