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1. 发明公开

KR1020090113098A 강합성 구조체 시공 방법 无效
标题翻译：管道结构和管道结构的构造方法
公开(公告)号：KR1020090113098A
公开(公告)日：2009-10-29
申请号：KR1020080038983
申请日：2008-04-25
申请人： 윤인병 , 주식회사 한국종합기술
发明人： 윤인병 , 류진규
IPC分类号： E02D29/045 , E21D9/04 , E01F5/00
CPC分类号： E02D29/045 , E01F5/005 , E02D2200/1685 , E02D2300/0029 , E21D9/04
摘要： PURPOSE: A steel composite structure and a construction method thereof are provided to use as a reinforcing rod structure by maintaining the width and the height and carry out the minute construction of a steel pipe by integrating three or more pipes and press-constructing the pipes. CONSTITUTION: A steel composite structure(100) comprises a steel pipe assembly, and a reinforcing rod. A plurality of steel pipe assemblies(110) are inserted into the steel pipes and footing bar arrangement holes are formed along the width direction of the steel pipe assemblies. A reinforcing rod(120) is arranged along the traverse direction through the footing bar arrangement hole of the steel pipe assembly. The reinforcing rod is joined with other reinforcing rods inserted into the steel pipe assembly. The reinforcing rod is inserted into the steel pipe assembly, and a plurality of steel pipe assemblies are successively pressed and are joined with the reinforcing rod inside the steel pipe assembly.
摘要翻译：目的：提供一种钢复合结构及其施工方法，通过保持宽度和高度，作为加强杆结构，并通过集成三根或更多根管并对其进行压制，实现了钢管的微小结构。构成：钢复合结构（100）包括钢管组件和加强棒。多个钢管组件（110）插入到钢管中，并且沿着钢管组件的宽度方向形成基脚排列孔。沿着横动方向通过钢管组件的基脚杆配置孔布置加强杆（120）。加强杆与插入钢管组件中的其他加强杆接合。加强杆插入钢管组件中，多个钢管组件被连续按压并与钢管组件内的加强杆接合。

2. 发明授权

KR101020856B1 지중 강관 구조물 및 이 시공 방법 有权
标题翻译：地下钢管结构及其构造方法
公开(公告)号：KR101020856B1
公开(公告)日：2011-03-09
申请号：KR1020080099315
申请日：2008-10-09
申请人： 주식회사 한국종합기술 , 윤인병
发明人： 윤인병 , 류진규 , 송정훈
IPC分类号： E02D29/045 , E02D5/34 , E02D5/28
摘要： 본 발명은 지중 강관 구조물 및 이 시공 방법에 관한 것으로, 철근 콘크리트를 대체하여 강관으로만 구조물을 시공할 수 있도록 함을 목적으로 한다.
본 발명에 의한 지중 강관 구조물 시공 방법은, 지중 구조물의 형태를 따라 다수의 강관을 전후 방향을 압입 추진하여 강관 루프 구조체를 시공하는 제1단계와; 상기 제1단계에 의해 시공된 강관 루프 구조체의 안쪽 토사를 굴토하여 지중 구조물의 공간을 형성하는 제2단계와; 상기 제2단계 이후 상기 강관 루프 구조체의 저면에 상기 강관 루프 구조체의 길이방향을 따라 일정 간격을 두고 상기 강관 루프 구조체와 직교하는 방향으로 루프구조체 지지수단을 시공하는 제3단계와; 상기 제3단계에서 설치된 루프구조체 지지수단들의 사이를 마감하는 제4단계를 포함하고, 상기 제3단계에서 상기 루프구조체 지지수단은 지지강관의 내부에 강선을 삽입한 후 이 강선을 인장하여 선하중을 가한 상태에서 상기 지지강관 내부에 콘크리트를 타설하고 상기 지지강관의 외부로 돌출된 상기 강선을 절단하여 제조된다.
강관, 구조체, 비개착, 강선

3. 发明授权

KR100825074B1 강관루프 구조체 및 그 시공방법 有权
标题翻译：管道结构和管道结构的构造方法
公开(公告)号：KR100825074B1
公开(公告)日：2008-04-24
申请号：KR1020070088617
申请日：2007-08-31
申请人： 윤인병 , 주식회사 한국종합기술
发明人： 윤인병 , 류진규
IPC分类号： E21D9/06 , E02D29/045
CPC分类号： E21D9/06 , E02D29/045
摘要： A steel pipe roof structure and a construction method thereof are provided to hammer a structure body, comprising steel pipes which are connected with each other by steel connection members, into the ground at once. A steel pipe roof structure comprises a plurality of steel pipes(20), a fixture, curved connection members(30), nipples(40), and a plurality of supports(60). The steel pipes are separated from each other at a regular interval, each provided with a communication hole. Filling materials are fed through the communication hole. The fixture includes reinforcing bars which are inserted into the communication holes. The connection members are attached to upper and lower parts of the steel pipe between the steel pipes. The nipple is attached to at the rear part of upper or lower connection member, or attached to at the upper or lower rear part of the steel pipe. The supports are installed between the connection members, separated from each other to support the connection members.
摘要翻译：提供一种钢管屋顶结构及其施工方法，用于将包括由钢连接构件彼此连接的钢管立即结构的结构体锤击。钢管屋顶结构包括多个钢管（20），固定件，弯曲连接构件（30），接头（40）和多个支撑件（60）。钢管以规则的间隔彼此分开，每个具有连通孔。填充材料通过连通孔进料。夹具包括插入连通孔中的钢筋。连接构件在钢管之间连接到钢管的上部和下部。乳头连接到上部或下部连接构件的后部，或者连接到钢管的上部或后部。支撑件安装在连接构件之间，彼此分离以支撑连接构件。

4. 发明公开

KR1020100040197A 지중 강관 구조물 및 이 시공 방법 有权
标题翻译：地下钢管结构及其构造方法
公开(公告)号：KR1020100040197A
公开(公告)日：2010-04-19
申请号：KR1020080099315
申请日：2008-10-09
申请人： 주식회사 한국종합기술 , 윤인병
发明人： 윤인병 , 류진규 , 송정훈
IPC分类号： E02D29/045 , E02D5/34 , E02D5/28
CPC分类号： E02D29/045 , E02D5/28 , E02D5/285 , E02D5/34 , E02D2300/0034
摘要： PURPOSE: An underground steel pipe construction which replaces a reinforced concrete structure and a construction method thereof are provided to construct a structure with a steel wire instead of reinforced concrete. CONSTITUTION: An underground steel pipe construction comprises a steel pipe loop structure, a cross steel pipe(20) and a finishing material. The steel pipe loop structure is vertically inserted in the ground. The cross steel pipe is installed in the bottom of the steel pipe loop structure in right and left traverse direction. The cross steel pipe supports the steel pipe loop structure. The finishing material closes the interval of cross steel pipes.
摘要翻译：目的：提供一种替代钢筋混凝土结构的地下钢管施工及其施工方法，用钢丝代替钢筋混凝土构造。构成：地下钢管结构包括钢管回路结构，十字钢管（20）和整理材料。钢管回路结构垂直插入地面。十字钢管安装在钢管回路结构的底部，左右移动方向。十字钢管支撑钢管回路结构。整理材料封闭了交叉钢管的间隔。

5. 发明授权

KR100813917B1 강관루프 구조체의 강관 압입용 비트 有权
标题翻译：管道压力管道管道结构的BEAT
公开(公告)号：KR100813917B1
公开(公告)日：2008-03-18
申请号：KR1020070073733
申请日：2007-07-23
申请人： 윤인병
发明人： 윤인병 , 류진규
IPC分类号： E02D7/20 , E02D5/28 , E21D9/06
CPC分类号： E02D7/20 , E02D5/285 , E21D9/06
摘要： A bit for press-fitting a steel pipe of a steel pipe roof structure is provided to cut down on the manufacturing cost with a simple structure, to replace only bit heads easily and to cut down the maintenance cost by forming bit heads and eccentric shafts individually, and to prevent partial breakdown and to crush soil and rock strongly by preventing the concentration of stress by friction with soil and rock. A bit(100) for press-fitting a steel pipe of a steel pipe roof structure includes a bit body, a pair of eccentric shafts(102) installed to the bit body, and a pair of bit heads(110) widened as much as the appointed interval or narrowed in a circle according to the rotation of the eccentric shafts and the bit body. The bit head is provided with elliptical holes(122,132) to move the eccentric shafts as much as the space of the holes and to prevent axial separation and to make rotation at the appointed interval and divided into a first bit head(120) and a second bit head(130) composed of first projections, first grooves, second projections, and second grooves, wherein the bit head is formed in a circle by engaging the projections and the grooves of the first bit head with the grooves and the projections of the second bit head to be widened in the opposite direction to be larger than the diameter of a steel pipe(105) when press-fitting and propelling a steel pipe in the earth.
摘要翻译：提供一种用于压配钢管屋顶结构的钢管的方法，以简单的结构降低制造成本，仅通过单独形成钻头头和偏心轴来容易地替换钻头头并降低维护成本，并防止部分破裂，并通过与土壤和岩石的摩擦阻止应力集中，强烈地粉碎土壤和岩石。用于压配钢管屋顶结构的钢管的一点（100）包括钻头体，安装在钻头体上的一对偏心轴（102）和一对加宽到指定的间隔或根据偏心轴和钻头体的旋转变圆。钻头头设置有椭圆孔（122,132），以使偏心轴与孔的空间一样多地移动，并且防止轴向分离并以指定的间隔旋转，并分成第一钻头头（120）和第二钻头由第一突起，第一凹槽，第二突起和第二凹槽组成的钻头头部，其中通过使第一钻头头的突起和凹槽与第二钻头头的凹槽接合而形成圆头，在将钢管压入并推进地球时，相反方向的钻头头部将大于钢管（105）的直径。

6. 发明授权

KR100928566B1 루프 구조체 및 이 시공방법 有权
标题翻译：屋顶组件及其构造方法
公开(公告)号：KR100928566B1
公开(公告)日：2009-11-24
申请号：KR1020090052911
申请日：2009-06-15
申请人： 주식회사 한국종합기술 , (주)피디티이엔씨
发明人： 류진규 , 윤인병
IPC分类号： E02D29/045 , E21D9/04
CPC分类号： E02D29/045 , E02D2200/165 , E21D9/04
摘要： PURPOSE: A roof structure and a construction method thereof are provided to implement a roof structure without large-side equipment or high power by securing a space behind a propulsion edge and setting unit roof blocks in the space. CONSTITUTION: A roof structure is formed by propelling a plurality of roof blocks(100) successively. The roof block is composed of roof frame(110) and a plurality of stop plates(120). The roof frame is manufactured to have an internal cavity. The stop plates are attached to the periphery of the roof frame to close the internal cavity of the roof frame.
摘要翻译：目的：提供一种屋顶结构及其施工方法，通过将推进边缘后方的空间固定在该空间中的设置单元屋顶块来实现没有大面设备或高功率的屋顶结构。构成：通过连续地推动多个屋顶块（100）形成屋顶结构。屋顶块由屋顶框架（110）和多个止挡板（120）组成。屋顶框架制造成具有内部空腔。止动板附接到车顶框架的周边以封闭车顶框架的内部空腔。

7. 发明公开

KR1020100035016A 강관루프 구조체 및 그 시공방법 无效
标题翻译：管道结构和管道结构的构造方法
公开(公告)号：KR1020100035016A
公开(公告)日：2010-04-02
申请号：KR1020080094302
申请日：2008-09-25
申请人： 주식회사 한국종합기술 , (주)피디티이엔씨
发明人： 윤인병 , 류진규
IPC分类号： E02D29/045 , E21D9/04
CPC分类号： E21D9/005 , E02D29/045 , E21D11/10
摘要： PURPOSE: A steel pipe loop structure which can be pressed to the ground at once and a construction method is provided to remove construction costs by improving the precision of the propulsion and press-inserting steel duct. CONSTITUTION: A steel pipe loop structure comprises a plurality of steel pipes(20) and a connecting member(30). The steel pipes are installed at regular intervals. The connecting member interlinks the top and lower part of the neighboring steel pipes. The connecting member is formed into the rounded shape.
摘要翻译：目的：一种钢管回路结构，可立即压到地面，并提供施工方法，通过提高推进和压入钢管的精度来消除施工成本。构成：钢管回路结构包括多个钢管（20）和连接部件（30）。钢管定期安装。连接构件将相邻钢管的顶部和下部相互连接。连接构件形成为圆形。

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