公开(公告)号：KR100838714B1

公开(公告)日：2008-06-16

申请号：KR1020070041696

申请日：2007-04-30

Applicant: 군산대학교산학협력단 ,  박철현

Inventor： 김동현 ,  김두기 ,  조병일 ,  박철현

IPC: A01K61/00

CPC classification number: Y02A40/81

Abstract: An artificial reef with a steel frame structure is provided to improve strength of the artificial reef using an H-beam and an L-beam, and to maximize efficiency in the reef by always generating shadow in the reef and forming an inner space to a maze structure. An artificial reef with a steel frame structure includes: base frames(200) arranged in multi-layers at regular intervals, and becoming smaller in size to the top; plural outer pole steels(300) connecting the edge of the base frames; plural inner pole steels(400) connecting an inside intersection of the base frames; an interlayer inclined reinforcing steel(500) diagonally installed on a square formed between the outer and inner pole steels of a lower layer; a bottom steel net(600) installed on the lower side of the base frames; an outside steel net(700) installed on a square side formed by the base frames and outer pole steels; a diagonal steel net installed on an interlayer hexahedral space of the base frame in a diagonal direction; and a fixing tool(900) fixed to the seabed.

Abstract translation: 提供了一种具有钢框架结构的人造珊瑚礁，以提高使用H型梁和L型梁的人造礁石的强度，并通过在珊瑚礁中始终产生阴影并形成迷宫的内部空间来最大限度地提高珊瑚礁的效率 结构体。 具有钢框架结构的人造珊瑚礁包括：以规则间隔多层布置的基架（200），并且尺寸变小到顶部; 连接基架边缘的多个外极钢（300） 连接基架的内部交叉的多个内极钢（400） 对角地安装在形成在下层的外极和内极钢之间的正方形上的层间倾斜加强钢（500） 安装在底架下侧的底钢网（600）; 安装在由所述基架和外极钢构成的方形侧的外钢网（700）; 在对角线方向上安装在基架的中间六面体空间上的斜钢网; 和固定在海床上的固定工具（900）。

公开(公告)号：KR3004733390000S

公开(公告)日：2007-12-24

申请号：KR3020070018617

申请日：2007-04-30

Applicant: 군산대학교산학협력단 ,  박철현

Designer： 김동현 ,  김두기 ,  조병일 ,  박철현

公开(公告)号：KR102009086B1

公开(公告)日：2019-08-08

申请号：KR1020170142775

申请日：2017-10-30

Applicant: 군산대학교산학협력단

Inventor： 도정윤 ,  김두기 ,  국성오

IPC: F16F15/02

公开(公告)号：KR1020100119949A

公开(公告)日：2010-11-12

申请号：KR1020090038873

申请日：2009-05-04

Applicant: 한국철도기술연구원 ,  군산대학교산학협력단

Inventor： 김진호 ,  한석윤 ,  정종덕 ,  이우동 ,  홍용기 ,  김두기 ,  과,요친

IPC: E04C3/34 ,  E04B1/98 ,  E04H9/02

Abstract: PURPOSE: An earthquake-proof reinforcement device for a pre-installed column having a circular or oval section, an earthquake-proof reinforcement structure, and an earthquake-proof reinforcement method are provided to be rapidly applied on a pre-installed column installed in a subway. CONSTITUTION: An earthquake-proof reinforcement device for a pre-installed column having a circular or oval section comprises a spacer and an interlock steel sheet(30). The spacer is vertically installed on a wall of a pre-installed column(1) having a circular or oval section. The interlock steel sheet is vertically installed on the outside of the space. The interlock steel sheet covers the outside of the pre-installed column.

Abstract translation: 目的：提供一种具有圆形或椭圆形截面的预安装柱的抗震加固装置，防震加强结构和抗震加固方法，以快速应用于安装在 地铁。 构成：具有圆形或椭圆形部分的预安装柱的防震加强装置包括间隔件和互锁钢板（30）。 间隔件垂直地安装在具有圆形或椭圆形部分的预先安装的柱（1）的壁上。 互锁钢板垂直安装在空间的外侧。 互锁钢板覆盖预装柱的外部。

公开(公告)号：KR100837576B1

公开(公告)日：2008-06-12

申请号：KR1020070014965

申请日：2007-02-13

Applicant: 군산대학교산학협력단

Inventor： 김두기 ,  김동현 ,  장성규 ,  장상길 ,  김강주

IPC: G05D19/00

CPC classification number: G05D19/02

Abstract: A method for controlling oscillation of structures is provided to apply a control force to the structure by utilizing grating typed training patterns based on CMAC(Cerebellar Model Articulation Controller). Grating typed training patterns having a status vector by displacement(u) and speed, and a control force are formed. Distances with four training patterns are obtained by using the status vector of structures on an external force and a grating probabilistic neural network. By applying a large weighted value to control force corresponding to close training patterns and a small weighted value to control force corresponding to distant training patterns, four control forces(fc) are processed. By adding control force variation amounts to the processed control force, the added force is applied to the structure.

Abstract translation: 提供一种控制结构振动的方法，通过利用基于CMAC（小脑模型关节控制器）的光栅类型训练模式对结构施加控制力。 形成具有通过位移（u）和速度的状态矢量的格栅类型训练图案，以及控制力。 通过使用外力结构的状态向量和光栅概率神经网络获得具有四种训练模式的距离。 通过应用大的加权值来控制对应于紧密的训练模式的力量和小的加权值来控制对应于远距离的训练模式的力，处理四个控制力（fc）。 通过向加工的控制力添加控制力变化量，向结构施加相加的力。

公开(公告)号：KR1020100119950A

公开(公告)日：2010-11-12

申请号：KR1020090038874

申请日：2009-05-04

Applicant: 한국철도기술연구원 ,  군산대학교산학협력단

Inventor： 김진호 ,  한석윤 ,  홍용기 ,  이우동 ,  정종덕 ,  김두기 ,  과,요친

IPC: E04C3/34 ,  E04C3/30

Abstract: PURPOSE: An earthquake-proof reinforcement device for a pre-installed column using an interlock reinforcement plate, an earthquake-proof reinforcement structure, and an earthquake-proof reinforcement method are provided to facilitate the application of an earthquake-proof reinforcement structure on a pre-installed column in a subway station. CONSTITUTION: An earthquake-proof reinforcement device for a pre-installed column using an interlock reinforcement plate comprises a spacer and an interlock reinforcement plate(20). The spacer is installed on the wall of a pre-installed column(1). The interlock reinforcement plate is vertically installed on the outside of the space. The interlock reinforcement plate is coupled with an adjacent interlock reinforcement plate in a dovetail manner. The interlock reinforcement plate covers the lower wall of the pre-installed column.

Abstract translation: 目的：提供一种使用联锁加强板，防震加强结构和抗震加固方法的预安装柱的防震加强装置，以便于在预先施加防震加强结构 在地铁站安装的列。 构成：使用联锁加强板的预安装柱的防震加强装置包括间隔件和互锁加强板（20）。 垫片安装在预先安装的柱（1）的墙壁上。 互锁加强板垂直安装在空间的外侧。 互锁加强板以燕尾的方式与相邻的互锁加强板联接。 联锁加强板覆盖预安装柱的下壁。

公开(公告)号：KR1020100119946A

公开(公告)日：2010-11-12

申请号：KR1020090038869

申请日：2009-05-04

Applicant: 한국철도기술연구원 ,  군산대학교산학협력단

Inventor： 김진호 ,  홍용기 ,  정종덕 ,  박기준 ,  한석윤 ,  김두기 ,  과,요친

IPC: E04C3/34 ,  E04C3/30 ,  E04B1/98 ,  E04H9/02

Abstract: PURPOSE: An earthquake-proof reinforcement device for a pre-installed column with a polygonal cross-section, an earthquake-proof reinforcement structure, and an earthquake-proof reinforcement method are provided to be rapidly applied on a pre-installed column installed in a subway. CONSTITUTION: An earthquake-proof reinforcement device for a pre-installed column with a polygonal cross-section comprises a spacer member and an L-shaped steel plate(20). The spacer member is vertically installed on both walls of each edge of a pre-installed column(1) having a polygon section. The L-shaped steel plate is vertically installed on the outside of the spacer member installed at each edge.

Abstract translation: 目的：提供一种用于具有多边形横截面的预安装柱，防震加强结构和抗震加固方法的防震加强装置，以快速应用于安装在 地铁。 构成：具有多边形横截面的预安装柱的防震加强装置包括间隔件和L形钢板（20）。 隔离构件垂直地安装在具有多边形部分的预先安装的柱（1）的每个边缘的两个壁上。 L形钢板垂直安装在安装在每个边缘的间隔件的外侧。