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91. 外观设计

KR3006910110000S 有权
公开(公告)号：KR3006910110000S
公开(公告)日：2013-05-02
申请号：KR3020110044035
申请日：2011-10-21
申请人： 주식회사 대흥미래기술
设计人： 김성태 , 이재혁 , 김현선

92. 发明授权

KR101220893B1 소음 감쇄 조립체 有权
标题翻译：降噪装置
公开(公告)号：KR101220893B1
公开(公告)日：2013-01-17
申请号：KR1020100108947
申请日：2010-11-04
申请人： 주식회사 대흥미래기술
发明人： 이재혁 , 김성태 , 명재석
IPC分类号： E01F8/00 , G10K11/16
摘要： 소음 감쇄 조립체를 제공한다.
본 발명은 소음발생원과 대응하는 외면에 일정크기의 하부입구와 상부출구를 각각 개구형성한 전면부와, 상기 전면부와 상단이 연결되는 후면부 및 상기 전면부와 후면부의 하단 사이를 연결하는 저면부를 포함하는 본체부; 상기 본체부의 내부공간에 배치되고, 상기 하부입구에 하단이 인접하여 입구를 형성하도록 하향연장되는 분리벽을 갖추고 상기 입구를 통해 유입된 소음을 안내되는 감쇄유로를 길게 연장하도록 서로 반대방향으로 연장되는 복수개의 내부격벽을 갖추어 상기 입구를 통해 유입되는 소음을 감쇄시키는 회절감쇄부; 및 상기 하부입구와 상부출구 사이를 연결하는 안내유로를 형성하도록 상기 전면부와 회절감쇄부 사이에 배치되는 적어도 하나의 안내판을 갖추어 상기 하부입구로 유입되어 상부출구측으로 배출되는 배출음과 소음발생원의 직접음을 상호간섭시키는 간섭유도부를 포함한다.

93. 发明公开

KR1020130006253A 방음터널 有权
标题翻译：声音保护隧道
公开(公告)号：KR1020130006253A
公开(公告)日：2013-01-16
申请号：KR1020110110074
申请日：2011-10-26
申请人： 주식회사 대흥미래기술
发明人： 김성태 , 이재혁 , 명재석
IPC分类号： E01F8/00 , E21D11/14
摘要： PURPOSE: A soundproof tunnel is provided to prevent the deformation of a lower part pillar and to enhance the degree of freedom of design for a lower part pillar by reducing the load delivered to a lower part pillar supporting a ceiling structure. CONSTITUTION: A soundproof tunnel(100) includes a lower part pillar(110), a width change type frame(120), and a ceiling frame(130). The lower part pillars are installed with a regular distance each other on a pair of right and left foundation concretes(20) which are successively installed along the left and right sides of a road(10). The lower part pillar comprises a plate shaped web(113) connecting an external flange(111) and an internal flange(112). The width change type frames have each end connected by the medium of each upper end of a pair of the lower part of pillars and a combining member(118). The ceiling frames are connected by the medium of each other end of a pair of width change type frames and other combining members. The ceiling frame forms the upper ceiling going across a road.
摘要翻译：目的：为了防止下部支柱的变形，通过减少输送到支撑天花板结构的下部支柱的载荷来提高下部支柱的设计自由度，设有隔音隧道。构成：隔音隧道（100）包括下部支柱（110），宽度改变型框架（120）和天花板框架（130）。下部支柱在沿着道路（10）的左侧和右侧依次安装的一对左右基础混凝土（20）上彼此间隔规定地设置。下部支柱包括连接外部凸缘（111）和内部凸缘（112）的板状腹板（113）。宽度变化型框架的每一端通过一对柱的下部的每个上端的介质和组合构件（118）连接。天花板框架通过一对宽度改变型框架和其他组合构件的每个另一端的介质连接。天花板框架形成通过道路的上部天花板。

94. 发明授权

KR101194220B1 사방댐용 지주 고정장치 有权
标题翻译： DEVRIS BARRIER固定装置
公开(公告)号：KR101194220B1
公开(公告)日：2012-10-29
申请号：KR1020120009031
申请日：2012-01-30
申请人： 주식회사 대흥미래기술
发明人： 김성태 , 김현선
IPC分类号： E02D27/40 , E02B7/14 , E02D5/74 , E04B1/64 , E04B1/20 , E04H12/22
CPC分类号： E02D27/40 , E02B7/14 , E02D5/74 , E04B1/20 , E04B1/64 , E04H12/22
摘要： PURPOSE: A post fixing device for a debris barrier is provided to stably fix the position of a debris barrier by attaching the bottom ends of posts to a concrete foundation without gaps. CONSTITUTION: A post fixing device(100) for a debris barrier comprises a base plate(120) and a contact member(130). The base plate has anchor holes(123) corresponding to multiple anchor members(102) and is connected to a post reinforcement plate formed on the bottom end of a post(109). The contact member is inserted between the base plate and a concrete foundation(101) to stick the base plate to the concrete foundation.
摘要翻译：目的：提供一种用于碎片挡板的后固定装置，用于通过将柱的底端附接到混凝土基础而不间隙地稳定地固定碎片挡板的位置。构成：用于碎片阻挡物的后固定装置（100）包括基板（120）和接触构件（130）。基板具有对应于多个锚定构件（102）的锚定孔（123），并且连接到形成在柱（109）的底端上的柱加强板。接触构件插入在基板和混凝土基座（101）之间，以将基板粘接到混凝土基座上。

95. 发明公开

KR1020120108073A 상자형 강합성 거더의 제작 방법 및 이를 이용한 상자형 교량의 시공 방법 无效
标题翻译：钢种混凝土复合材料的制造方法及其构造方法
公开(公告)号：KR1020120108073A
公开(公告)日：2012-10-05
申请号：KR1020110025598
申请日：2011-03-23
申请人： (주)삼현피에프 , 주식회사 대흥미래기술
发明人： 김충언 , 김성태
IPC分类号： E01D2/04 , E01D2/00 , E01D21/00
CPC分类号： E01D2/04 , E01D21/00 , E01D2101/268
摘要： PURPOSE: A manufacturing method of a box-type steel composite girder and a construction method of a box-type bridge using the same are provided to improve cost-efficiency by maximizing the use of steel materials. CONSTITUTION: A manufacturing method of a box-type steel composite girder is as follows. A steel box type split steel girder(110) composed of upper and lower flanges and a pair of webs is manufactured, and the center portion thereof is open. A form for placing a sectional deck(140) is installed. Reinforcing bars for reinforcing the strength of concrete placed between a bottom form and a side form are arranged. The sectional deck is integrated in the split steel girder by placing high-strength concrete with high compressive strength in the form, and the open top of the split steel girder is closed. The forms are removed.
摘要翻译：目的：提供一种盒式钢复合梁的制造方法以及使用其的箱式桥的施工方法，以通过最大化钢材的使用来提高成本效率。构成：箱型钢复合梁的制造方法如下。制造由上下凸缘和一对腹板组成的钢箱型裂缝钢梁110，其中心部分开口。安装有用于放置分段板（140）的形式。布置用于增强放置在底部形式和侧面形式之间的混凝土的强度的加强杆。通过放置高抗压强度的高强度混凝土将剖面甲板整合在裂缝钢梁中，裂缝钢梁的敞开顶部封闭。表格被删除。

96. 发明授权

KR101104823B1 조립식 강재틀 有权
标题翻译：组装钢框架
公开(公告)号：KR101104823B1
公开(公告)日：2012-01-16
申请号：KR1020110075897
申请日：2011-07-29
申请人： 주식회사 대흥미래기술
发明人： 김성태 , 김현선
IPC分类号： E02B7/02 , E02D29/02 , E02B8/02
CPC分类号： E02B7/02 , E02B8/023 , E02D29/02 , E02D2600/40
摘要： PURPOSE: An assembly type steel frame is provided to enable an operator to easily maintain and repair after construction and to prevent the deformation and buckling of a frame after assembly. CONSTITUTION: An assembly type steel frame comprises a frame part(110), a connection part(120), a screen part(130), and a cross part(140). The frame part comprises a pair of front vertical members(111), a pair of rear vertical members(113), a pair of upper horizontal members(115), and a pair of lower horizontal members(117). The connection part interlinks the frame part. The connection part comprises front and lower connection holes(121) and rear upper and lower connectors. The screen part comprises a front screen member and a rear screen member. The cross part comprises a first diagonal member and a second diagonal member.
摘要翻译：目的：提供组装式钢框架，使操作员在施工后能够容易地维护和修理，并防止组装后框架的变形和弯曲。构成：组装式钢框架包括框架部分（110），连接部分（120），筛部分（130）和横截面（140）。框架部分包括一对前垂直构件（111），一对后垂直构件（113），一对上水平构件（115）和一对下水平构件（117）。连接部分将框架部分互连。连接部分包括前连接孔和下连接孔（121）和后上连接器和下连接器。屏幕部分包括前屏幕部件和后屏幕部件。十字形部分包括第一对角构件和第二对角构件。

97. 发明公开

KR1020110134352A 커플러 有权
标题翻译：耦合器
公开(公告)号：KR1020110134352A
公开(公告)日：2011-12-14
申请号：KR1020110114436
申请日：2011-11-04
申请人： 주식회사 대흥미래기술
发明人： 김성태 , 이재혁 , 명재석
IPC分类号： E04C5/16 , E04G21/12
摘要： PURPOSE: A coupler is provided to enable a user to stably and flexibly assemble blocks by arranging a reinforcing member and increasing mechanical strength. CONSTITUTION: A coupler comprises a body(110), a first screwnut(120), a second screwnut(130), and a reinforcing member(140). The body comprises a housing space and a steel reinforcement insertion hole. The upper and lower part of the housing space is opened so that the first screwnut and reinforcing member can be arranged in the upper and lower part. The steel reinforcement insertion hole is formed so that a steel reinforcement bar(10) projected in the block can be inserted in the steel reinforcement insertion hole. The reinforcing member is arranged in order to be respectively face-contacted between the inner side of the body and the first screwnut.
摘要翻译：目的：提供一种耦合器，以使用户能够通过布置加强件稳定且灵活地组装块，并增加机械强度。构成：耦合器包括主体（110），第一遮阳板（120），第二遮阳板（130）和加强构件（140）。主体包括容纳空间和钢筋插入孔。容纳空间的上部和下部被打开，使得第一刺针和加强构件可以布置在上部和下部中。钢筋插入孔形成为能够将突出于块体内的钢筋条（10）插入钢筋插入孔内。加强构件被布置成在主体的内侧和第一遮阳板之间分别面对接。

98. 发明授权

KR100996906B1 일체형 구조물 연결체 有权
标题翻译：耦合器
公开(公告)号：KR100996906B1
公开(公告)日：2010-11-26
申请号：KR1020100061441
申请日：2010-06-28
申请人： 주식회사 대흥미래기술
发明人： 김성태 , 권혁일
IPC分类号： E04C5/16 , E04G21/12
摘要： PURPOSE: An integrated structure connector for connecting a pair of reinforcing rods protruding from blocks is provided to reduce discrepancy in mechanical connection of the reinforcing rods and stably assemble the blocks. CONSTITUTION: An integrated structure connector(100) comprises a body(110), a space control member(120), an elastic member(130), and finishing nuts(150). The body has a housing space with front and rear sides open to receive the space control member and the elastic member, and reinforcing rod insertion holes in which reinforcing rods(102) are inserted to protrude outside. The space control member is arranged in the housing space and connects the reinforcing rods inserted through the reinforcing rod insertion holes. The elastic member is arranged between the space control member and the body and absorbs an impact delivered from outside. The finishing nuts are arranged outside the body and coupled to the reinforcing rods which pass therethrough.
摘要翻译：目的：提供一种用于连接从块突出的一对加强杆的集成结构连接器，以减少加强杆的机械连接的差异并稳定地组装块。构成：整体结构连接器（100）包括主体（110），空间控制构件（120），弹性构件（130）和精加工螺母（150）。主体具有前后侧开口的容纳空间，以容纳空间控制构件和弹性构件，以及加强杆插入孔，加强杆（102）插入其中以突出到外部。空间控制构件设置在容纳空间中，并且连接穿过加强杆插入孔的加强杆。弹性构件设置在空间控制构件和主体之间并且吸收从外部传递的冲击。精加工螺母布置在主体的外部并与通过的加强杆相连。

99. 发明授权

KR100995832B1 슬릿 사방댐 有权
标题翻译：一个Slit DEBRIS BARRIER
公开(公告)号：KR100995832B1
公开(公告)日：2010-11-22
申请号：KR1020100072962
申请日：2010-07-28
申请人： 주식회사 대흥미래기술
发明人： 김성태 , 김현선 , 박은지
IPC分类号： E02B7/02 , E02B3/10 , E02B8/00
CPC分类号： E02B7/02 , E02B3/10 , E02B8/00
摘要： PURPOSE: A slit erosion control dam is provided to reduce construction period and cost due to easy transport of materials and to improve stability against an external force by employing a reinforcing member inside the main body. CONSTITUTION: A slit erosion control dam(100) comprises a plurality of support members(120), a main body, and a reinforcing member. The support members are arranged at regular intervals with the bottom end fixed to a base(10). The main body is connected to the support members. The reinforcing member is coupled lengthwise inside the main body.
摘要翻译：目的：提供狭缝侵蚀控制坝，以减少由于材料易于运输而造成的施工周期和成本，并且通过在主体内采用加强构件来改善对外力的稳定性。构成：狭缝侵蚀控制堤（100）包括多个支撑构件（120），主体和加强构件。支撑构件以规则的间隔布置，底端固定到基部（10）。主体连接到支撑构件。加强件在主体内纵向连接。

100. 发明公开

KR1020100092781A 보강토 옹벽 구조물 有权
标题翻译：强化地板保持墙结构
公开(公告)号：KR1020100092781A
公开(公告)日：2010-08-23
申请号：KR1020090012073
申请日：2009-02-13
申请人： 주식회사 대흥미래기술
发明人： 김성태 , 이재혁
IPC分类号： E02D29/02 , E02D17/18 , A01G9/02 , E04B1/41
CPC分类号： E02D29/02 , A01G9/025 , E02D17/18 , E02D2300/0071 , E04B1/41
摘要： PURPOSE: A reinforced earth retaining wall structure is provided to reduce construction costs and time without additional finishing construction and to improve structural strength of a retaining wall by stably maintaining a coupled position of each horizontal member. CONSTITUTION: A reinforced earth retaining wall structure comprises multiple bases(195), multiple horizontal members(120), couplers, grids(140), and fasteners. The bases are fixed to a bottom surface. The horizontal members are horizontally arranged on the top of the bases. The couplers supply supporting force to the loaded horizontal members and maintain the coupled position of each horizontal member. The grids are formed in the rear side of each horizontal member and are embedded in the ground. The fasteners fasten the horizontal members and the grids.
摘要翻译：目的：提供一种增强的挡土墙结构，以减少施工成本和时间，而无需额外的精加工结构，并通过稳定地保持每个水平构件的联接位置来提高挡土墙的结构强度。构成：加固的挡土墙结构包括多个基座（195），多个水平构件（120），联接器，网格（140）和紧固件。底座固定在底面上。水平构件水平地布置在基座的顶部。联接器向装载的水平构件提供支撑力并保持每个水平构件的联接位置。格栅形成在每个水平构件的后侧并嵌入地面中。紧固件固定水平构件和网格。

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