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1. 发明公开

KR1020100116420A 티형 ＰＣ 슬래브 및 그 시공방법 有权
标题翻译： T型PC SLAB及其构造方法
公开(公告)号：KR1020100116420A
公开(公告)日：2010-11-01
申请号：KR1020090035108
申请日：2009-04-22
申请人： 동국대학교 산학협력단
发明人： 유승룡 , 지영욱
IPC分类号： E04B5/23 , E04B5/16
CPC分类号： E04B5/04 , E04B1/383 , E04B5/023 , E04B5/18
摘要： PURPOSE: A t-type pc slab and a construction method thereof are provided to prevent the cracking on the side part of a slab junction and to improve performance by supporting the excessive shear of the slab end part. CONSTITUTION: A T-type PC slab comprises a panel part(100), a dapped end(150), a web(200) and a shear key(170). The dapped end is formed at both ends of the panel part. The dapped end has thickness thicker than the thickness of the panel part in order to support the excessive shear of the T-type PC slab. The web is downward extended to the lower part of the panel part and is connected to the dapped end. The shear key comprises a binding reinforcement insertion hole(173) formed in the side end of the panel part.
摘要翻译：目的：提供一种t型pc板及其构造方法，以防止板坯连接部侧面的开裂，并通过支撑板坯端部的过度剪切来提高性能。构成：T型PC板包括面板部件（100），开孔端部（150），腹板（200）和剪切键（170）。在面板部分的两端形成开口端。为了支持T型PC板坯的过度剪切，开槽端的厚度比板部件的厚度厚。纸幅向下延伸到面板部分的下部，并连接到开孔的端部。剪切键包括形成在面板部分的侧端中的装订加强件插入孔（173）。

2. 发明授权

KR101036748B1 멀티 리브드 피씨 슬래브 有权
标题翻译：多层PC机
公开(公告)号：KR101036748B1
公开(公告)日：2011-05-24
申请号：KR1020090135414
申请日：2009-12-31
申请人： 삼성물산 주식회사
发明人： 임주혁 , 최익준
IPC分类号： E04B5/38 , E04B5/36 , E04B5/04
CPC分类号： E04B5/18 , E04B5/38 , E04C5/01
摘要： PURPOSE: A multi ribbed PC slab capable of omitting a temporary supporting post is provided to prevent the leak of concrete in the pouring of topping concrete. CONSTITUTION: A multi ribbed PC slab comprises a top plate(11), a slope base plate(12), and a plurality of ribs(13). The slope base plate is downward expanded from both side end point of the top plate. A plurality of ribs is integrally formed on the lower-part of the top plate.
摘要翻译：目的：提供能够省略临时支撑柱的多肋PC板，以防止浇筑混凝土中混凝土的泄漏。构造：多肋PC板包括顶板（11），斜面基板（12）和多个肋（13）。斜板底板从顶板的两侧端点向下扩展。多个肋一体地形成在顶板的下部。

3. 发明授权

KR100998954B1 모듈화된 플로어구조 有权
标题翻译：模块化地板结构
公开(公告)号：KR100998954B1
公开(公告)日：2010-12-09
申请号：KR1020100028322
申请日：2010-03-30
申请人： 주식회사 반석티브이에스
发明人： 김태완 , 윤형근 , 김상모
IPC分类号： E04B5/32 , E04B5/38 , E04B5/40
CPC分类号： E04B5/326 , E04B5/18 , E04B5/38
摘要： PURPOSE: A modulated floor structure is provided to reduce the number of beams for the construction of a floor structure and facilitate the installation of a girder by modulated girders. CONSTITUTION: A modulated floor structure(1) comprises a column member(2), multiple girders(3), and a slab(4). The column members are placed at regular intervals. Multiple girders are installed between the column members. The slab is supported by the multiple girders. The slab is formed of a hollow slab. The slab is formed of multiple sub slabs(S11,S12,S13,S14).
摘要翻译：目的：提供调制地板结构以减少用于建造地板结构的梁的数量，并且便于通过调制的桁架安装大梁。构成：调制地板结构（1）包括柱构件（2），多桁架（3）和板坯（4）。柱构件以规则的间隔放置。在柱构件之间安装多个梁。板材由多条桁材支撑。板坯由中空板形成。板坯由多个子板形成（S11，S12，S13，S14）。

4. 发明授权

KR100483083B1 바닥판 골조와 콘크리트가 합성된 복합형 바닥판 失效
标题翻译：复合地板结合底板框架和混凝土
公开(公告)号：KR100483083B1
公开(公告)日：2005-04-14
申请号：KR1020020040869
申请日：2002-07-12
申请人： 한국건설기술연구원
发明人： 김병석 , 이영호 , 조근희 , 조정래
IPC分类号： E01D19/12 , E04B5/40
CPC分类号： E04B5/18 , E04B5/12 , E04B5/40 , E04B2005/237
摘要： 본 발명은 철근 콘크리트 바닥판과, 골조 형식의 바닥판이 가지는 장점을 모두 발휘할 수 있어, 구조적인 안정성이 제고되고, 시공이 용이하며, 공기와 공사비를 현저하게 절감할 수 있는 새로운 구조의 복합형 바닥판에 관한 것이다.
본 발명에서는 소정 높이로 이격되어 있는 상부판 및 하부판과, 상기 상부판 및 하부판의 사이에 형성되어 있는 격벽으로 구성되어, 상부판과 하부판 사이에 격벽에 의하여 형성된 공동부가 횡방향으로 길게 형성되어 튜브 형태를 이루게 되는 구조를 가진 하부 골조와; 상기 하부 골조의 상부에 일체로 결합되어 있는 소정 두께의 콘크리트 슬래브로 구성되는 것을 특징으로 하는 복합형 바닥판이 제공된다.
본 발명에 따른 복합형 바닥판은, 경량 고강도 재료로 이루어진 하부 골조와 콘크리트 슬래브가 합성되어 있는 구조를 가지고 있으므로, 종래에 단순히 철근 콘크리트만으로 구성된 바닥판에 비하여 콘크리트의 단면 두께를 현저하게 줄일 수 있으며, 그에 따라 바닥판의 자중이 줄어들게 되어 이를 지지하는 하부 구조의 단면 확대를 예방할 수 있게 된다. 또한, 바닥판의 취성 파괴가 방지되어 구조물의 파괴를 예측하는 것이 가능하게 되고, 그에 따라 구조물 파괴에 적절히 대비하는 것이 가능하게 된다.

5. 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。

6. 发明公开

KR20120069263A Half slab providing hollow material construction method and half slab using the same 审中-公开
标题翻译：使用中间材料制造中空材料的方法和厚度
公开(公告)号：KR20120069263A
公开(公告)日：2012-06-28
申请号：KR20100130741
申请日：2010-12-20
申请人： POSCO ENGINEERING & CONSTRUCTION CO LTD
发明人： LEE CHUL WOO , BAEK JAE MIN , SUH SOO YOUL
IPC分类号： E04B5/38 , E04B5/32
CPC分类号： E04B5/328 , E04B5/18 , E04B5/36 , E04C5/0636
摘要： PURPOSE: A construction method of a half slab with a hollow material and a haft slab thereby are provided to uniformly maintain the position of a reinforcing bar assembling set. CONSTITUTION: A construction method of a half slab with a hollow material is as follows. A reinforcing bar assembling set having reinforcing bars and hollow materials is manufactured on a reinforcing bar fixing frame. The reinforcing bar assembling set is fixed to a form, and a load is placed on the top of the reinforcing bar assembling set. Concrete is placed on the reinforcing bar assembling set and cured. The form is separated from the reinforcing bar assembling set, and the surface of the cured concrete is grinded.
摘要翻译：目的：为了均匀地保持钢筋组装的位置，提供了具有中空材料的半板坯和竖板的构造方法。构成：具有中空材料的半平板的施工方法如下。在钢筋固定框架上制造具有钢筋和中空材料的钢筋组装体。钢筋组装组件固定在一个形式上，一个负载放置在钢筋组装的顶部。混凝土被放置在钢筋组装和固化。该形式与钢筋组装套件分离，并且研磨固化混凝土的表面。

7. 发明公开

KR20120013739A Method of Constructing Insitu Concrete Beam Using Preinstalled Precast Concrete Slab 有权
标题翻译：使用预装预制混凝土板构造内墙混凝土梁的方法
公开(公告)号：KR20120013739A
公开(公告)日：2012-02-15
申请号：KR20100075927
申请日：2010-08-06
申请人： KOREA INST CONSTRUCTION TECH
发明人： LEE SANG SUP , BAE KYU WOONG , HEO BYUNG WOOK , PARK KEUM SUNG , GWAK MYEONG GEUN
IPC分类号： E04B5/16 , E04B1/30 , E04B1/38
CPC分类号： E04B5/18 , E04B1/165 , E04B5/26 , E04C3/20 , E04G13/04
摘要： PURPOSE: A method of constructing an in-site rebar concrete beam using a preinstalled precast concrete slab is provided to reduce costs and enhance constructability since timbering for supporting a beam mold can be omitted. CONSTITUTION: A method of constructing an in-site rebar concrete beam using a preinstalled precast concrete slab is as follows. Timbering(11) is installed. A precast concrete slab(21) is placed on the timbering. A beam mold(31) pre-assembled is transported. A bolt is fastened to an insert nut pre-installed on the precast concrete slab to suspend the mold. Rebar is arranged in the beam mold and on the precast concrete slab. Beam concrete(41) and additional concrete(51) are simultaneously placed. After the concrete is hardened, the beam mold and the timbering are removed.
摘要翻译：目的：提供一种使用预装的预制混凝土板构筑现场钢筋混凝土梁的方法，以降低成本并提高结构性，因为可以省略用于支撑梁模的木材加工。构成：使用预装的预制混凝土板构造现场钢筋混凝土梁的方法如下。木材（11）已安装。预制混凝土板（21）放置在木材上。运输预组装的梁模（31）。螺栓固定在预先安装在预制混凝土板上的插入螺母上以悬挂模具。钢筋设置在梁模具和预制混凝土板上。同时放置梁混凝土（41）和附加混凝土（51）。混凝土硬化后，梁模和木材被取下。

8. 发明授权

KR101589866B1 층고 절감이 가능한 슬래브 시공용 빔 有权
标题翻译： SLAB建筑梁到低层建筑
公开(公告)号：KR101589866B1
公开(公告)日：2016-01-29
申请号：KR1020150008233
申请日：2015-01-16
申请人： 유재천
发明人： 유재천
IPC分类号： E04B5/18 , E04B5/38
CPC分类号： E04B5/18 , E04B5/38
摘要： 본발명은절곡및 포밍성형으로제작이간편하고, 슬래브의형태에제한을받지않으며슬래브의단차를허용하도록시공이가능하며, 층고를대폭절감할수 있도록한 층고절감이가능한슬래브시공용빔을제공한다. 본발명의적절한실시형태에따르면, 길이방향으로일정한폭을갖는상부평판, 상부평판의양단에서동일또는서로다른예각을가지고하향절곡되어연장된좌,우측경사복부, 좌,우측경사복부의하단에서측방으로절곡되어수평연장된판상형의좌,우측슬래브받침판으로이루어져중심부에역삼각형태의콘크리트충진공이형성된것을특징으로한다.
摘要翻译：本发明提供了一种用于板坯结构的故事高度减小梁，其可以通过弯曲和发泡方便地制造，可以在没有板坯形状的限制的情况下构造，可以通过允许板坯的液位差来构造，并且可以大大降低故事高度。根据本发明的优选实施例，提供了一种在中心部分设有倒三角形形状的混凝土填充孔的梁，其包括：沿纵向方向具有一定宽度的上板; 通过在上板的两端以相同或不同的锐角向下弯曲而延伸的左右倾斜腹板; 以及通过弯曲到左侧和右侧倾斜腹板的底部的一侧而水平延伸的左右平板坯支撑件。

9. 发明公开

KR1020100033695A 뒤틀림방지 및 시공성이 개선된 건축구조물 시공용멀티슬래브 无效
标题翻译：多层结构结构
公开(公告)号：KR1020100033695A
公开(公告)日：2010-03-31
申请号：KR1020080092685
申请日：2008-09-22
申请人： (주)연우피씨엔지니어링 , 정도건설 주식회사
发明人： 이종민 , 정호완
IPC分类号： E04B5/32 , E04B5/16 , E04B5/02
CPC分类号： E04B5/18 , E04B1/38 , E04B5/38 , E04B2005/322
摘要： PURPOSE: A multi-slab for constructing a structure with improved torsion prevention and construction performance is provided to improve structural stability by forming additional finishing walls. CONSTITUTION: A multi-slab for constructing a structure with improved torsion prevention and construction performance comprises a panel, multiple support ribs(200), steel wires(300), and finishing walls(500). The support ribs are vertically protruded from the bottom surface of the panel. One ends of the steel wires are embedded in the support ribs, and the other ends are protruded from the support ribs. The finishing walls integrally connect the support ribs, and prevent the panel from being twisted.
摘要翻译：目的：提供一种用于构造具有改进的扭转防止和施工性能的结构的多板，以通过形成额外的精加工壁来提高结构稳定性。构造：用于构造具有改进的扭转防止和施工性能的结构的多板，包括板，多个支撑肋（200），钢丝（300）和精加工壁（500）。支撑肋从面板的底面垂直突出。钢线的一端嵌入支撑肋中，另一端从支撑肋突出。整理墙整体连接支撑肋，防止面板扭曲。

10. 发明公开

KR20100032715A T-type slab and construction method using the same 审中-公开
标题翻译： T型滑板及其构造方法
公开(公告)号：KR20100032715A
公开(公告)日：2010-03-26
申请号：KR20080091708
申请日：2008-09-18
申请人： UNIV DONGGUK IND ACAD COOP
发明人： YU SUNG YONG
IPC分类号： E04B5/02 , E04B5/00 , E04B5/04
CPC分类号： E04B5/18 , E04B1/04 , E04B5/04 , E04B2103/02 , E04C5/0645
摘要： PURPOSE: A T-type slab and a construction method of a slab using the same are provided to improve structural stability by increasing shear strength. CONSTITUTION: A T-type slab(100) comprises a flange(110), a web(120), shear bars(130), and beam joints(140). Both ends of the flange are thicker than the center part of the flange. The web is installed on the bottom surface of the flange in a longitudinal direction. The bottom ends of the shear bars are buried in both ends of the flange, and the top ends are exposed. The beam joints are formed in the bottom of both ends of the flange.
摘要翻译：目的：提供一种T型板坯和使用该板坯的板坯的施工方法，以通过增加剪切强度来提高结构稳定性。构造：T型板坯（100）包括凸缘（110），腹板（120），剪切杆（130）和梁接头（140）。凸缘的两端比凸缘的中心部分厚。网沿长边方向安装在法兰的底面上。剪力杆的底端被埋在凸缘的两端，并且顶端露出。梁接头形成在法兰的两端的底部。

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