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1. 实用新型

KR200245970Y1 낙석방지 지주고정용 프리캐스트 옹벽유니트 失效
标题翻译：自由浇筑的挡土墙单元
公开(公告)号：KR200245970Y1
公开(公告)日：2001-10-29
申请号：KR2020010015471
申请日：2001-05-25
申请人： 대한민국(관리청:특허청장, 승계청:경상대학교총장) , 윤정배 , 주식회사 덕원
发明人： 윤정배 , 조덕규
IPC分类号： E01F7/00
摘要： 본 고안은 낙석방지 지주고정용 프리캐스트 옹벽유니트에 관한 것으로, 지주(10)를 고정하면서 노면의 기초부 위에 설치되고, 길이방향의 한쪽 측면(31)은 볼록하고 다른쪽 측면(32)은 상기 볼록한 측면(31)에 대응되도록 오목하게 형성되며 높이방향을 따라 하나 이상의 관통되어 있는 구멍이 형성되어, 이 관통되어 있는 구멍을 매개로 상기 노면의 기초부와 결합되므로, 시공이 용이할 뿐만 아니라 옹벽을 부분적으로 교체할 수 있다.

2. 实用新型

KR2020010001056U 가드레일기능을 겸한 낙석방지책 无效
标题翻译：防护栅栏落地防护栏功能
公开(公告)号：KR2020010001056U
公开(公告)日：2001-01-15
申请号：KR2019990011338
申请日：1999-06-24
申请人： 경상대학교 생산기술연구소 , 주식회사 덕원
发明人： 윤정배 , 조덕규
IPC分类号： E01F7/04
摘要： 본고안은가드레일기능을겸한낙석방지책에관한것으로, 다수의관통구멍 (1) 및고정구멍(2)을갖춘지지프레임(3)이고정구(5)를매개로콘크리트옹벽(4)위에배열설치되고, 상기지지프레임(3)의하부에요부(10)와철부(11)가반복형성된하부구조재(6)가상기고정구멍(2)을매개로연속적으로이어지도록부착되며, 이하부구조재(6)의윗부분에서지지프레임(3)이상단끝부분까지철망(7)이설치되는한편, 상기관통구멍(1)으로는와이어로프(8)가끼워져상기철망(7)을한쪽방향에서지지해주도록되어있다.

3. 外观设计

KR3007953880000S 有权
公开(公告)号：KR3007953880000S
公开(公告)日：2015-05-07
申请号：KR3020140023110
申请日：2014-05-09
申请人： 윤정배
设计人： 윤정배

4. 发明授权

KR101096304B1 나선부를 가지는 앵커 및 그 앵커와 식생매트를 이용한 녹화 공법 有权
标题翻译：具有螺旋的锚杆和具有锚固和垂直垫的植被构造方法
公开(公告)号：KR101096304B1
公开(公告)日：2011-12-20
申请号：KR1020110016891
申请日：2011-02-25
申请人： 윤정배
发明人： 윤정배 , 윤홍기 , 윤택규
IPC分类号： E02D17/20 , A01G1/00 , E02D5/80 , A01G13/00
CPC分类号： E02D17/20 , A01G2/00 , A01G13/0268 , E02D5/801 , E02D2300/0034 , E02D2600/30 , Y02P60/40
摘要： PURPOSE: An anchor with a spiral unit and a method of constructing using the anchor and a vegetation mat are provided to enable easy installation of an anchor, firm installation and fixation of a vegetation mat and prevent the separation of the vegetation mat. CONSTITUTION: An anchor(10) comprises a shaft(11), and a spiral unit(12). The shaft is formed in a cylinder shape so that the central part of the shaft is hollow. A plurality of fixing holes(11b) are formed on the upper surface of the shaft. The spiral unit is protruded along the outer circumferential surface of the fixing hole in a spiral shape.
摘要翻译：目的：提供具有螺旋单元的锚杆和使用锚固件和植被垫的构造方法，以便能够容易地安装锚固件，牢固地安装和固定植被垫，并防止植被垫的分离。构成：锚（10）包括轴（11）和螺旋单元（12）。轴形成为圆筒形状，使得轴的中心部分是中空的。多个固定孔（11b）形成在轴的上表面上。螺旋单元以螺旋形状沿着固定孔的外周面突出。

5. 发明授权

KR101031026B1 ＦＲＰ 토류판과 이를 이용한 토목용 흙막이공법 有权
标题翻译： FRP土壤保持板及其使用的土地保护墙的施工方法
公开(公告)号：KR101031026B1
公开(公告)日：2011-04-25
申请号：KR1020100096231
申请日：2010-10-04
申请人： 윤정배 , 손우흥
发明人： 윤정배 , 손우흥 , 권현오 , 윤택규
IPC分类号： E02D17/04 , E02D17/08 , E02D17/12
CPC分类号： E02D17/04 , E02D17/08 , E02D17/12 , E02D2300/007
摘要： PURPOSE: A FRP(Fiber Reinforced Plastic) lagging and a sheathing method for engineering works using the same are provided to facilitate sheathing work in a curve shape by a FRP lagging whose shape can be freely changed. CONSTITUTION: A FRP lagging(30) comprises polyethylene resin, an FRP panel, and a rectangular steel pipe. As a glass fiber mat is impregnated with mixture to a thickness of 0.8~1.5cm, the FRP panel is formed. The mixture is made of talcum or calcium carbonate and sepiolite which are mixed at a weight rate of 1:1:0.1. The rectangular steel pipe is placed on one side of the FRP panel into the shape of a grille.
摘要翻译：目的：提供FRP（纤维增强塑料）滞后和使用其的工程作业的护套方法，以便通过可以自由改变其形状的FRP滞后来使曲线形状的护套工作。构成：FRP滞后（30）包括聚乙烯树脂，FRP面板和矩形钢管。由玻璃纤维垫浸渍0.8〜1.5cm厚的混合物，形成FRP面板。该混合物由滑石或碳酸钙和海泡石制成，以1:1:0.1的重量比混合。将矩形钢管放置在FRP面板的一侧，形成格栅形状。

6. 发明授权

KR101029155B1 팽창성 그라우트 혼합재를 구비한 그라우트 조성물을 이용한 그라우트공법 有权
标题翻译：可扩展的GROUT接口，具有可扩展GROUT接口的GROUT组合和使用GROUT组合的组合方法
公开(公告)号：KR101029155B1
公开(公告)日：2011-04-13
申请号：KR1020100060986
申请日：2010-06-28
申请人： 윤정배 , 주식회사 여명 , 손우흥
发明人： 윤정배 , 손우흥 , 권현오
IPC分类号： C09K17/44 , C09K17/42 , C04B28/06 , E02D3/12
CPC分类号： C04B28/26 , C04B28/14 , C04B7/00 , C04B7/32 , C04B20/0076 , C04B22/04 , C04B22/062 , C04B22/064 , C04B22/143 , C04B22/148 , C04B24/383 , C04B2103/30
摘要： PURPOSE: A grouting method using a grout composition is provided to ensure excellent injection capability, durability, ground improvement effect and high water resistance by producing a cement-based grout admixture. CONSTITUTION: A grouting method using a grout composition comprises the steps of: injecting an accelerating agent into pores in the ground by a low pressure injector after drilling the ground; injecting a finishing material into pores in which the accelerating agent is injected by the low pressure injector to condition the ground. The accelerating agent includes the grout composition and a silicate glass admixture consisting of 35-45 parts by weight of silicate glass, 20-30 parts by weight of water based on 100 parts by weight of the grout composition in a volume ratio of 1:1.
摘要翻译：目的：提供使用水泥浆组合物的灌浆方法，以通过生产水泥基浆料混合物来确保优异的注射能力，耐久性，地面改良效果和高耐水性。构成：使用水泥浆组合物的灌浆方法包括以下步骤：在钻探地面之后通过低压注射器将加速剂注入到地下孔中; 将精整材料注入到通过低压注射器注入促进剂的孔中以调节地面。加速剂包括由35-45重量份的硅酸盐玻璃，20-30重量份的水组成的硅酸盐玻璃混合物，基于100重量份的淤浆组合物，体积比为1：1 。

7. 发明公开

KR1020050021611A 기둥 슬래브간 접합부 전단 보강체 및 이를 이용한 전단보강구조 无效
标题翻译：通过安装在一个柱和一个结构体之间的接头和剪切加固结构可以提高抗剪切能力的剪切增强系统
公开(公告)号：KR1020050021611A
公开(公告)日：2005-03-07
申请号：KR1020030057298
申请日：2003-08-19
申请人： 송진규 , 최정욱 , 윤정배 , 주식회사 유탑엔지니어링건축사사무소
发明人： 송진규 , 최정욱 , 윤정배 , 김명수
IPC分类号： E04B1/20
CPC分类号： E04C5/0645
摘要： PURPOSE: A shear reinforcing system for a joint between a column and a slab is provided to reduce the whole weight by manufacturing using small-diameter bars, to obtain the excellent shear reinforcing effect using structural specificity, to manufacture and construct easily with simple structure and to function as a spacer for keeping an interval between upper and lower bars of a slab. CONSTITUTION: The shear reinforcing system installed on a joint between a column and a slab of a reinforced concrete structure to increase the resistance against shear failure contains: one or more upper anchorages(10) where thin and long bars are installed horizontally; one or more lower anchorages(20) arranged in parallel with the upper anchorages(10); and an intermediate shear member(30) placed longitudinally between the upper anchorage(10) and the lower anchorage(20) to have a vertical unit(32) and an inclined unit(34) repeatedly.
摘要翻译：目的：提供一种用于柱和板坯之间的接头的剪切增强系统，通过使用小直径棒制造来减小整个重量，通过结构特异性获得优异的剪切增强效果，以简单的结构容易地制造和构造，作为用于保持板坯的上下杆之间的间隔的间隔件。构成：安装在钢筋混凝土结构的柱和板之间的接头处的剪切增强系统以增加抗剪切破坏的阻力包括：一个或多个上部锚固件（10），其中薄壁和长杆材水平安装; 一个或多个与上部锚固件（10）平行设置的下部锚固件（20）; 以及纵向放置在上部锚固件（10）和下部锚固件（20）之间以具有竖直单元（32）和倾斜单元（34）的中间剪切构件（30）。

8. 发明授权

KR100439743B1 콘크리트구조물의 중성화 및 염해의 방지를 위한표면도장재료 및 그의 도장방법 失效
标题翻译： 콘크리트구조물의중성화및염해의방지를위한표면도장재료및그의도장방
公开(公告)号：KR100439743B1
公开(公告)日：2004-07-12
申请号：KR1020010032314
申请日：2001-06-09
申请人： 김성수 , 윤정배
发明人： 김성수 , 윤정배
IPC分类号： C09D1/08
摘要： PURPOSE: Provided are a surface coating material for preventing neutralization and salt damage of concrete structure and its coating method. The material is a mixture of photocatalyst, water soluble modified acryl resin, cellulose fiber and cement. The coating composition is applied to the surface of the cement structure such as bridges, tunnels, cover structures and other concrete structures to protect them from atmospheric pollutant such as carbon dioxide, hydrogen sulfide, salt and calcium chloride and eliminate the surface pollution by oxidizing them through photocatalyst using UV light. Further more the coating is tensile at room and low temperature so that it does not break down due to the fine rupture of the concrete structure. CONSTITUTION: The composition comprises: 30-50 wt.% of cement, 10-30wt.% of silica fume, 0.5-5wt.% of cellulose fiber with 0.01-0.05mm circumference, 1-6mm length and tensile strength of 3,000-8,000kgf/cm; 1-5wt.% of titanium dioxide, 0.5-2wt.% of mixing agent, 15-25wt.% of water soluble modified acryl resin and 20-35% of water. The coating method includes: washing the structure with high pressure water of 200-300bar; applying the first coating by spraying the composition with 5-10bar pressure to make 70-80mm thickness coating; spray coating secondly before 5 hours of drying the first coating with 5-10bar pressure to make the coating thickness of 200-400micrometer and hardening the coating with avoiding the direct sunlight.
摘要翻译：用途：提供一种防止混凝土结构中和和盐害的表面涂层材料及其涂覆方法。该材料是光催化剂，水溶性改性丙烯酸树脂，纤维素纤维和水泥的混合物。将涂料组合物施加到水泥结构的表面，如桥梁，隧道，覆盖物结构和其他混凝土结构，以保护它们免受大气污染物如二氧化碳，硫化氢，盐和氯化钙的影响，并通过氧化它们来消除表面污染通过使用紫外光的光催化剂。此外，涂层在室温和低温下具有拉伸性能，因此不会因混凝土结构的细微破裂而损坏。组成：该组合物包含：30-50重量％的水泥，10-30重量％的硅灰，0.5-5重量％的纤维素纤维，周长0.01-0.05mm，长1-6mm，抗拉强度为3,000-8,000 千克力/厘米; 1-5重量％的二氧化钛，0.5-2重量％的混合剂，15-25重量％的水溶性改性丙烯酸树脂和20-35重量％的水。该涂布方法包括：用200-300bar的高压水洗涤该结构; 通过以5-10bar的压力喷涂组合物来施涂第一涂层以制造70-80mm厚的涂层; 其次在用5-10bar压力干燥第一涂层5小时之前喷涂以使涂层厚度为200-400微米并且使涂层硬化以避免阳光直射。

9. 发明公开

KR1020170031964A 슬리브너트 구조의 단위정착본체를 포함하는 지반고정수단 审中-实审
标题翻译：一种地面固定装置，包括套筒螺母结构的单元固定体
公开(公告)号：KR1020170031964A
公开(公告)日：2017-03-22
申请号：KR1020150129591
申请日：2015-09-14
申请人： 윤정배
发明人： 윤정배 , 윤홍기
IPC分类号： E02D5/80 , E02D17/20 , E02D3/00 , E02B3/12
摘要： 본발명은, 슬리브너트구조의단위정착본체를포함하는지반고정수단에관한것으로, 락볼트나어스앵커및 앵커볼트와같은지반고정수단중, 타측으로인장재가연결되고지반내에정착고정되는정착고정부는, 내부에서길이방향으로암나사가관통된긴 통형상의슬리브너트구조이되, 측면을관통하는날개삽입공이다수개천공된, 단위정착본체; 이단위정착본체의날개삽입공에끼워고정되되, 타측으로기울여진확장날개; 무두볼트구조이되, 조임공구가걸리는조임부분이가운데측면에형성된연결볼트를포함하며, 인장재의일단에수나사가형성되어, 나사결합으로인장재, 단위정착본체, 연결볼트, 단위정착본체순으로연결볼트와단위정착본체가사용자의의도하에쉽게연장가능할 뿐만아니라, 단위정착본체및 연결볼트의구조가단순하여제조및 관리가용이한지반고정수단에관한것이다.
摘要翻译：本发明中，套筒涉及一种地面固定，其包括固定螺母结构的主体，锁定螺栓，地锚和锚定螺栓和接地固定在静止的固定的装置，它的张力部件连接和固定固定在地面侧的另一部分的单位单元，在套筒内的前后方向在内部通过长管形螺纹的螺母9,000,000,000,002，翼插入到通孔的一侧上的多个穿孔，所述主体的固定单元; 两个上部doedoe嵌合固定在固定本体的刀片插入孔中，倾斜侧到其他二进制延伸的翼; 制革螺栓为9000000000002，并且紧固工具将连接螺栓是在中心侧形成有紧固部，它与一个外螺纹在张力构件的一个端部形成，螺纹连接到张力构件，使单元固定部件，连接至所述螺栓，所述单元在连接螺栓的顺序定影单元和固定在本发明的主体单元涉及不仅容易的用户的程度下延伸，固定体和地面固定装置，其结构简单，易于制造和管理连接螺栓的单元。

10. 外观设计

KR3007953880001S 有权
公开(公告)号：KR3007953880001S
公开(公告)日：2015-05-11
申请号：KR3020140023116
申请日：2014-05-09
申请人： 윤정배
设计人： 윤정배

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