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1. 发明申请

WO2018135802A1 와플형 슬래브 거푸집 审中-公开
公开(公告)号：WO2018135802A1
公开(公告)日：2018-07-26
申请号：PCT/KR2018/000533
申请日：2018-01-11
申请人： 주식회사 반석티브이에스 , 주식회사 반석구조엔지니어링
发明人： 김상모 , 김태완 , 윤형근 , 임태근 , 유재중
IPC分类号： E04G11/46
CPC分类号： E04G11/46
摘要： 본 발명은 와플형 슬래브 거푸집에 관한 것으로서, 구조물의 슬래브 거푸집 상부면에 설치되는 메인와플폼을 구비하며, 메인와플폼은 상협하광의 형상으로 경사져 형성되는 벽부와, 구조물의 슬래브 거푸집 상부면에 맞닿는 날개부와, 상기 벽부의 상부끝단에 일체로 형성되는 수평부와, 상기 벽부와 상기 수평부의 내측에 착탈가능하게 체결되고, 상기 슬래브 거푸집 상부면에 맞닿는 높이로 형성되는 지지리브 어셈블리를 구비하고, 또한 상기 메인와플폼에 적층될 수 있는 서브와플폼을 구비하여, 와플폼 내측에 지지리브를 형성하지 않기 때문에, 와플폼을 운반하거나 보관할 때에 복수 개를 손상없이 적층할 수 있고, 지지리브도 또한 별도로 용이하게 적층하여 운반 및 보관할 수 있고, 지지리브를 현장에서 용이하게 격자형상으로 조립하여 상기 와플폼에 삽입하여 설치할 수 있을 뿐만 아니라 와플폼의 높이와 동일한 높이를 갖는 지지리브의 설치에 의해 와플폼의 하중성능을 향상시킬 수 있고 지지리브를 별도로 제조하면 되므로, 와플폼의 성형이 보다 간단하고 용이해지며 와플형 슬래브의 콘크리트 경화후에 탈형시 지지리브를 간단하게 탈형시킬 수 있으므로 탈형이 용이한 이점이 있다.

2. 外观设计

KR3006245810000S 有权
公开(公告)号：KR3006245810000S
公开(公告)日：2011-12-12
申请号：KR3020100001023
申请日：2010-01-12
申请人： 주식회사 반석티브이에스
设计人： 김상모 , 윤형근 , 김태완

3. 发明授权

KR100875697B1 중공슬래브용 경량체 有权
标题翻译：中空混凝土轻质轻体
公开(公告)号：KR100875697B1
公开(公告)日：2008-12-23
申请号：KR1020080079522
申请日：2008-08-13
申请人： 주식회사 반석티비에스 , 주식회사 반석티브이에스 , (주)광장구조기술사사무소
发明人： 김태완 , 윤성호 , 김상모 , 윤형근
IPC分类号： E04B5/32 , E04B5/16
CPC分类号： E04B5/328
摘要： A lightweight body for a hollow slab is provided to reduce the amount of concrete used, and to regulate the height of a lightweight body without using another lightweight body of the different size although the thickness of a slab is changed. A lightweight body for a hollow slab comprises a hollow upper lightweight body(10) formed in the hemispheric shape, a hollow lower lightweight body(20) formed in the hemispheric shape and installed opposite to the upper lightweight body, and a hollow cylindrical height adjustment unit(30) installed to be attachable and detachable between the upper lightweight body and the lower lightweight body, wherein the upper and lower lightweight bodies are provided with plural grooves formed along the outer side of the upper and lower lightweight bodies to pass the fixed point of the spherical shape, fitted with wire meshes to pass and meeting each other at right angles to enlarge the volume of a lightweight body.
摘要翻译：提供了一种用于中空板坯的轻质本体，以减少混凝土的使用量，并调节轻质本体的高度，而不需要使用不同尺寸的其他轻型机体，尽管板坯的厚度发生变化。一种用于中空板坯的轻质本体包括形成为半球形的中空上轻质本体（10），形成为半球形并与上轻质体相对设置的中空下轻质本体（20）和中空圆柱高度调节单元（30），其安装在上轻量体和下轻体之间可装卸，其中上下轻体具有沿着上下轻体的外侧形成的多个槽，以使固定点的球形，配有丝网以通过并以直角相互相遇，以增加轻质体的体积。

4. 外观设计

KR3006115670001S 有权
公开(公告)号：KR3006115670001S
公开(公告)日：2012-04-18
申请号：KR3020100017719
申请日：2010-04-21
申请人： 주식회사 반석티브이에스
设计人： 김상모 , 윤형근 , 김태완

5. 外观设计

KR3006115670000S 有权
公开(公告)号：KR3006115670000S
公开(公告)日：2011-09-06
申请号：KR3020100017718
申请日：2010-04-21
申请人： 주식회사 반석티브이에스
设计人： 김상모 , 윤형근 , 김태완

6. 外观设计

KR3006115660000S 有权
公开(公告)号：KR3006115660000S
公开(公告)日：2011-09-06
申请号：KR3020100001021
申请日：2010-01-12
申请人： 주식회사 반석티브이에스
设计人： 김상모 , 윤형근 , 김태완

7. 发明授权

KR101015429B1 중공슬래브용 경량체 및 모듈화된 보를 이용한 플로어구조 有权
标题翻译：使用轻量身体的地板结构用于中空鞋和模具女
公开(公告)号：KR101015429B1
公开(公告)日：2011-02-22
申请号：KR1020100017939
申请日：2010-02-26
申请人： 주식회사 반석티브이에스
发明人： 김태완 , 윤형근 , 김상모
IPC分类号： E04B5/32 , E04B5/38
CPC分类号： E04B5/326 , E04B1/165 , E04B1/38 , E04C5/01
摘要： PURPOSE: A floor structure using a lightweight body for hollow slabs and a modulated beam is provided to reduce the amount of beam for construction thereof and to facilitate the installation of girders without the installation of sub beams. CONSTITUTION: A floor structure(1) using a lightweight body for hollow slabs and a modulated beam comprises a column member(2), multiple girders(3), and a slab(4). The column member is arranged at regular intervals. The multiple girders are installed between the column members. The slab is supported by multiple girders. The slab is formed of hollow slabs wherein a lightweight body is placed.
摘要翻译：目的：提供一种使用中空板材和调制梁的轻量体的地板结构，以减少用于其构造的梁的数量，并且便于在不安装副梁的情况下安装桁材。构成：使用用于中空板的轻量体的地板结构（1）和调制梁包括柱构件（2），多桁架（3）和板坯（4）。柱构件以规则的间隔排列。多个桁架安装在柱构件之间。板材由多条桁材支撑。板坯由中空板形成，其中放置轻质体。

8. 发明授权

KR100974528B1 철골 보를 이용한 2방향 슬래브 및 그 시공방법 有权
标题翻译：使用钢梁的2路砖，其构造方法
公开(公告)号：KR100974528B1
公开(公告)日：2010-08-10
申请号：KR1020090034910
申请日：2009-04-22
申请人： 주식회사 반석티비에스 , 주식회사 반석티브이에스
发明人： 김태완 , 윤성호 , 김상모 , 윤형근
IPC分类号： E04B5/32 , E04B5/16
CPC分类号： E04B5/328
摘要： PURPOSE: A two-way slab using a steel beam and a construction method thereof are provided to facilitate construction and reduce construction time as the construction is carried out by the two-way slab using a one-way half precast concrete. CONSTITUTION: A two-way slab using a steel beam comprises a one-way half precast concrete(10), a steel beam, a lower distributing bar(20), a top reinforcing rod(40), an upper concrete layer, and a lightweight material. The one-way half precast concrete comprises a reinforcing rod for fixing the position. The main reinforcing rod is longitudinally disposed at fixed intervals. The reinforcing rod for fixing the position is disposed to meet at right angle to the main reinforcing rod. The end of one-way half precast concrete is put on the steel beam. The top reinforcing rod hangs on one-way half precast concrete.
摘要翻译：目的：提供一种使用钢梁的双向钢板及其施工方法，以便利用单向半预制混凝土由双向钢板进行施工，从而有助于施工和缩短施工时间。构成：使用钢梁的双向板坯包括单向半预制混凝土（10），钢梁，下分配杆（20），顶部加强杆（40），上混凝土层和轻质材料。单向半预制混凝土包括用于固定该位置的加强杆。主加固杆以固定的间隔纵向设置。用于固定位置的加强杆设置成与主加强杆成直角相交。单向半预制混凝土的末端放在钢梁上。顶部加强杆悬挂在单向半预制混凝土上。

9. 发明授权

KR100926300B1 말뚝보강 지내력기초구조물 및 그 시공방법 失效
标题翻译：基础结构及其构造方法
公开(公告)号：KR100926300B1
公开(公告)日：2009-11-12
申请号：KR1020090020088
申请日：2009-03-10
申请人： 주식회사 반석티비에스 , 주식회사 반석티브이에스
发明人： 김태완 , 윤성호 , 김상모 , 윤형근
IPC分类号： E02D27/28 , E02D27/14
CPC分类号： E02D27/28 , E02D27/14 , E02D2200/14
摘要： PURPOSE: A foundation structure reinforced by a pile and a construction method for the same are provided to increase load carrying capacity of the pile by connecting the pile and a bearing capacity foundation. CONSTITUTION: A foundation structure reinforced by a pile comprises a bearing capacity foundation(10) and an reinforcement group pile part(20). A reinforcing bar is arranged on top of the bearing capacity foundation installed on the ground. The reinforcement group pile part is installed on bottom of the pile of the foundation structure reinforced by the pile and has a reinforcement group pile(21), a foundation plate(22) and a timing joint(40). The reinforcement group pile is installed on the lower part of the foundation plate into one body and comprised of a reinforcement pile installed into the ground. The foundation plate is installed in the bottom surface of the bearing capacity foundation. The timing joint is installed between the foundation plate bearing capacity foundations.
摘要翻译：目的：提供一种由桩加固的基础结构及其施工方法，以通过连接桩和承载力基础来增加桩的承载能力。构成：由桩加固的地基结构包括承载能力基础（10）和加固组桩部分（20）。在安装在地面上的承载能力基础的顶部设置有钢筋。加固组桩部分安装在由桩加固的基础结构桩的底部，并具有加固组桩（21），基础板（22）和定时接头（40）。加固组桩安装在基础板的下部一体，由一个安装在地面上的加固桩组成。基础板安装在承载能力基础的底面。定时接头安装在基板承载能力基础之间。

10. 发明授权

KR100901766B1 1방향 하프ＰＣ를 이용한 2방향 슬래브 및 그 시공방법 有权
标题翻译：使用1路半预制混凝土和相同构造方法的2路砖
公开(公告)号：KR100901766B1
公开(公告)日：2009-06-11
申请号：KR1020090009135
申请日：2009-02-05
申请人： 주식회사 반석티비에스 , (주)광장구조기술사사무소 , 주식회사 반석티브이에스
发明人： 김태완 , 윤성호 , 김상모 , 윤형근
IPC分类号： E04B5/32 , E04B5/16
CPC分类号： E04B5/328 , E04B5/17 , E04C5/0636 , E04C5/0645
摘要： A two-way slab using an one-way half PC and a construction method thereof are provided to construct an economic hollow slab using unitized lightweight material. A two-way slab using an one-way half PC comprises a main reinforcement(11), a location fixing, an one-way half PC(10) which is taken into the field which is manufactured in factory in advance and desires and is installed, a lower distributing reinforcement which is arranged as the lay direction and the direction meeting at right angle of the top root in the upper side of one-way half precast concrete, a lower transverse reinforcement(20), a unit type lightweight material arranged on the top of the lower part distributing bar, an upper reinforcing bar(40) arranged through a plurality of one-way half precast concretes on the top of the unit type lightweight material, and a cast-in-place concrete layer formed on the top of one-way half precast concrete.
摘要翻译：提供使用单向半导体的双向板坯及其构造方法，以使用单位轻质材料构造经济的中空板坯。使用单向半PC的双向平板坯包括主加固件（11），定位固定件，单向半PC（10），其被进入现场制造，并且预期在工厂中制造并且是期望的安装有下部分配钢筋，其布置为单向半预制混凝土上侧的顶部根部的铺设方向和方向相交;下横向钢筋（20），单元型轻质材料布置在下部分配杆的顶部，通过在单元型轻质材料的顶部上的多个单向半预制混凝土布置的上部加强筋（40）和形成在该单元型轻质材料的顶部的现浇混凝土层单向半预制混凝土顶部。

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