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41. 发明授权

KR101432140B1 오뚝이식 회전 방음판 有权
标题翻译： Roly多型旋转隔音板
公开(公告)号：KR101432140B1
公开(公告)日：2014-08-21
申请号：KR1020130008644
申请日：2013-01-25
申请人： 주식회사 케이씨이엔지니어링
发明人： 윤종남
IPC分类号： E01F8/00 , E01F7/02
摘要： 본 발명은 방음벽을 구성하는 방음판에 관한 것으로서, 더욱 상세하게는 풍하중 작용시 오뚝이처럼 축을 중심으로 방음판이 좌우로 움직이도록 설치하여, 방음벽이 받는 풍하중에 대한 저항을 줄임으로써, 결국 지주의 단면크기를 줄일 수 있게 되어 경제성 면에서 우수한 오뚜기식 회전 방음판에 관한 것이다.
방음판과 하프레임이 맞닿는 부분에 스프링장치를 설치하여 이 축을 중심으로 풍하중 작용시 방음판이 좌 또는 우로 열리고 닫히게 만든 것인데, 방음판이 닫힐 때 충격음이 발생치 않는 것이 특징이다.

42. 发明公开

KR1020140094900A 기초콘크리트와 방음벽 지주의 연결방법 有权
标题翻译：基础混凝土连接方法和防震墙后
公开(公告)号：KR1020140094900A
公开(公告)日：2014-07-31
申请号：KR1020130007529
申请日：2013-01-23
申请人： 주식회사 케이씨이엔지니어링
发明人： 윤종남
IPC分类号： E02D27/00 , E01F8/00
CPC分类号： E02D27/00 , E01F8/00 , E02D2600/30
摘要： The present invention relates to a method for connecting a concrete foundation and a pillar of a soundproof wall which is installed to reduce noise from roads. A base plate, which is welded to be installed at the lower part of the pillar when the pillar is connected to the concrete foundation, comprises a rib, a hole for an anchor, and a nut. In order for the base plate to contain the above-mentioned components, the size of the base plate is enlarged and the width of the concrete foundation is enlarged along with the base plate. Also, the appearance of roads is spoiled since the rib and the nut protrude outward from the base plate. Accordingly, in the present invention, the hole for the anchor is arranged between flanges on the cross section of the pillar (In other words, the inside of the cross section of the pillar) such that the nut is not seen from the external side of the base plate, the size of the base plate and the width of the concrete foundation are reduced, and the rib is removed, thereby improving economic properties and construction properties, especially, external appearance.
摘要翻译：本发明涉及一种用于连接隔音墙的混凝土基础和支柱的方法，该方法被安装以减少道路噪声。当支柱连接到混凝土基座时，被焊接成安装在柱的下部的基板包括肋，用于锚的孔和螺母。为了使基板包含上述部件，基板的尺寸增大，混凝土基座的宽度与底板一起扩大。此外，由于肋和螺母从基板向外突出，所以道路的外观被破坏。因此，在本发明中，用于锚的孔设置在柱的横截面上的凸缘之间（换句话说，柱的横截面的内侧），使得从外部的外侧看不到螺母基板，基板的尺寸和混凝土基座的宽度减小，肋被去除，从而提高经济性能和施工性能，特别是外观。

43. 发明公开

KR1020140091353A 가시설에서 교차하는 부재간 연결재 无效
标题翻译：临时结构中的跨会员之间的连接装置
公开(公告)号：KR1020140091353A
公开(公告)日：2014-07-21
申请号：KR1020130003521
申请日：2013-01-11
申请人： 주식회사 케이씨이엔지니어링
发明人： 윤종남
IPC分类号： E02D17/04 , E02D17/08 , F16B2/02
CPC分类号： E02D17/04 , E02D17/08 , E02D2220/00 , E02D2600/20 , F16B2/02
摘要： The present invention relates to a temporary steel structure constructed temporarily in a construction work and, more specifically, to a technology to connect intersecting points more conveniently when members are crossed during the construction of a temporary structure. The present invention is a system to introduce frictional force by installing an intermediate plate (10) between one flange (3) and the other flange (4), and by making the intermediate plate (10) and the flanges (3, 4) come into close contact with each other using a bracket (11) when an upper member (1) and a lower member (2) are crossed. The present invention has a merit which members can be reused many times because no bolt holes are made in the members to connect the members of the temporary structure.
摘要翻译：本发明涉及一种临时钢结构，临时构造在建筑工程中，更具体地说，涉及一种在临时结构构造期间当构件交叉时更方便地连接交叉点的技术。本发明是一种通过在一个凸缘（3）和另一个凸缘（4）之间安装中间板（10）并通过使中间板（10）和凸缘（3,4）到达来引入摩擦力的系统当上部构件（1）和下部构件（2）交叉时，使用支架（11）彼此紧密接触。本发明的优点是可以多次重复使用，因为在构件中不形成用于连接临时结构的构件的螺栓孔。

44. 发明授权

KR101408054B1 씌움형 복합말뚝의 시공방법 有权
标题翻译：盖式混凝土桩的施工方法
公开(公告)号：KR101408054B1
公开(公告)日：2014-06-18
申请号：KR1020130005070
申请日：2013-01-16
申请人： 주식회사 케이씨이엔지니어링
发明人： 윤종남
IPC分类号： E02D5/30 , E02D5/72 , E02D5/50 , E02D27/16
CPC分类号： E02D5/30 , E02D5/50 , E02D5/72 , E02D27/16
摘要： The present invention relates to a pile among the foundations of a construction structure, and, specifically, is to improve an existing hybrid composite pile. According to the present invention, a vertical bearing capacity is secured by inserting a primary pile (such as a PHC pile) by an ordinary construction method, and then a cover-type pile (a secondary pile) is additionally inserted to cover the upper section of the first pile so that an insufficient horizontal bearing capacity can be supplemented. Therefore, a required horizontal bearing capacity can be acquired through the cover-type pile regardless of horizontal bearing capacity applied to the first pile.
摘要翻译：本发明涉及一种施工结构的基础中的桩，具体而言，是改进现有的混合复合桩。根据本发明，通过以普通的施工方法插入一次桩（例如PHC桩）来确定垂直承载能力，然后另外插入盖式桩（二次桩）以覆盖上部的第一堆，以便补充不足的水平承载力。因此，无论施加到第一桩的水平承载力如何，都可以通过盖型桩获得所需的水平承载力。

45. 发明授权

KR101388231B1 흙막이 가시설 有权
标题翻译：临时安装土地保护墙
公开(公告)号：KR101388231B1
公开(公告)日：2014-05-23
申请号：KR1020130012277
申请日：2013-02-04
申请人： 주식회사 케이씨이엔지니어링 , 김효주
发明人： 윤종남 , 김효주
IPC分类号： E02D17/04 , E02D5/06 , E02D5/22
CPC分类号： E02D17/04 , E02D5/06 , E02D5/22 , E02D2250/0046 , E02D2300/0034
摘要： The present invention relates to a temporary retaining facility as an ordinary temporary retaining facility which comprises: multiple strut columns vertically buried in the ground; multiple support wales horizontally connecting the struts; and multiple props connecting the support wales facing each other, and which includes: brackets of which each has a coupling part to which the end portion of the support wale is coupled to be fixed and has a supporting part shaped into a rectangular pipe and perpendicularly installed on the coupling part; rotation members of which each has a rotation supporting part which is installed between the adjacent brackets at both sides thereof and which is positioned to be parallel to the supporting parts at both sides thereof; rotary shafts of which two are installed to connect both sides of the rotation supporting part and the respective coupling parts adjacent thereto. Therefore, according to the present invention, soil pressure acting on the temporary retaining facility can be transmitted intactly and resisted efficiently by connecting the wales to be able to rotate, thereby preventing the excavated ground from being collapsed by the soil pressure action on the temporary retaining facility and safely constructing a structure inside the excavated ground.
摘要翻译：本发明涉及一种作为普通临时保留设施的临时保留设施，包括：垂直埋在地下的多个支柱; 水平连接支柱的多个支撑威胁; 以及连接支撑纵横的多个道具彼此相对，并且其包括：支架，每个支架各具有联接部分，支撑纵向的端部联接到该联接部分以被固定，并且具有成形为矩形管的支撑部分并垂直安装耦合部分; 旋转构件各自具有旋转支撑部，该旋转支撑部安装在两侧的相邻支架之间，并且其两侧定位成与支撑部平行; 其中安装有两个旋转轴以连接旋转支撑部分的两侧和与其相邻的各个联接部分。因此，根据本发明，作用在临时保持设施上的土壤压力可以被完整地传递，并且通过将纵摆连接成能够旋转而有效地抵抗，从而防止挖掘的地面被临时保持的土壤压力作用所折叠设施安全地在挖掘的地面内建造一个结构。

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