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1. 发明授权

KR101682541B1 암거 횡단 관로 매설구조물 및 이를 이용한 관로 매설방법 有权
标题翻译：埋地管道施工及管道铺设方法采用相同方法
公开(公告)号：KR101682541B1
公开(公告)日：2016-12-07
申请号：KR1020160022534
申请日：2016-02-25
申请人： 대실테크 주식회사
发明人： 유조웅 , 박종승 , 이창민
IPC分类号： E02D29/00 , E02D29/045 , F16L1/028 , F16L9/08 , E21D9/06
摘要： 본발명의일 측면에따른암거횡단관로매설구조물은상기암거횡단관로매설구조물은도로에매설되어있는암거와, 상기암거의일측에구비되어지반내부로압입장비가반입되도록일정공간을확보하는철골구조체와, 상기철골구조체의일측에형성되어압입장비가용이하게설치되도록하는가시설과, 상기가시설및 상기철골구조체에의해반입및 설치된압입장비를통해상기암거의하단에압입되는추진관로와, 상기암거의타측에구비되어압입된상기추진관로의일측이도달하는프리캐스트콘크리트구조체와, 상기철골구조체및 프리캐스트콘크리트구조체를관통하고상기추진관로와연결되는연결관로를구비할수 있다.

2. 发明公开

KR1020110052091A 문형 도로표지판 구조 및 그의 시공방법 有权
标题翻译：桥式道路标志结构及其构造方法
公开(公告)号：KR1020110052091A
公开(公告)日：2011-05-18
申请号：KR1020090108994
申请日：2009-11-12
申请人： 대실테크 주식회사
发明人： 유조웅
IPC分类号： E01F9/00 , E01F9/011 , E02D27/42
摘要： PURPOSE: A structure of a bridge shaped road sign and a construction method thereof are provided to remarkably reduce construction costs by easily connecting a horizontal pipe with a road sign to a connection pipe fixed to the top of a post. CONSTITUTION: A structure of a bridge shaped road sign comprises crisscross hollow parts(15), crisscross hangers, posts(30), horizontal pipes(50), a sign plate, and fasteners(40). The crisscross hollow parts are vertically formed in upper structures(11) of concrete foundation structures. The concrete foundation structures are composed of lower structures(11') and upper structures. The crisscross hangers are embedded in concrete through the bottom of the crisscross hollow parts. The posts are inserted into the crisscross hollow parts and have cutout grooves(31) and connection pipes(36). The cutout grooves are inserted into the crisscross hangers. The connection pipes are fixed to one side of upper through holes(38). The horizontal pipes are inserted into the connection pipes of the posts. The sign plate is installed in the horizontal pipes. The fasteners are composed of rock bolts(41) and nuts(42) and are inserted into the cutout grooves of the posts.
摘要翻译：目的：提供一种桥式道路标志的结构及其施工方法，通过将具有道路标志的水平管道容易地连接到固定在柱顶部的连接管道来显着降低施工成本。构成：桥式道路标志的结构包括十字形空心部分（15），十字形衣架，立柱（30），水平管（50），标牌和紧固件（40）。十字形空心部分垂直地形成在混凝土基础结构的上部结构（11）中。混凝土基础结构由下部结构（11'）和上部结构组成。十字形吊架通过十字形空心部分的底部嵌入混凝土中。柱插入十字形中空部分，并具有切口槽（31）和连接管（36）。切口槽插入十字架。连接管固定在上通孔（38）的一侧。水平管插入柱的连接管中。标牌安装在水平管道中。紧固件由岩石螺栓（41）和螺母（42）组成，并被插入柱的切口槽中。

3. 发明授权

KR100755039B1 초속경형 고강도 콘크리트 조성물 有权
标题翻译：高速硬化和高强度混凝土组合物使用废料
公开(公告)号：KR100755039B1
公开(公告)日：2007-09-06
申请号：KR1020060133495
申请日：2006-12-26
申请人： 대실테크 주식회사 , 한국전력공사 , 이호국
发明人： 유조웅 , 이호국
IPC分类号： C04B35/10 , C04B18/16 , C04B28/04 , C04B14/28
CPC分类号： C04B28/16 , C04B2103/30 , Y02W30/95 , C04B28/065 , C04B7/02 , C04B18/167 , C04B22/143 , C04B24/24 , C04B2103/34 , C04B2201/05 , C04B7/323 , C04B18/16 , C04B24/223 , C04B24/2641
摘要： A concrete composition from waste ascon is provided, which shows 150kgf/cm2 or more of early strength in 10 to 20 minutes under laying process of urgent construction. A highly fast cured concrete composition comprises: 50%±5% by weight of highly fast cured cement comprising 50% to 79.9% by weight of 3CaO.3Al2O3.CaSO4 in the form of solid powder of 6,000cm^2/g to 12,000cm^2/g; 15% to 25% by weight of gypsum anhydrite in the form of solid powder of 6,000cm^2/g to 12,000cm^2/g; 5% to 30% by weight of Portland cement; and 0.1% to 3.0% of super-plasticizer, blended as 100 parts by weight in total. Additionally, the composition comprises 0.00001% to 0.3% of retardant depending on the outside temperature. The highly fast cured concrete composition is prepared by blending 50%±5% by weight of the prepared concrete composition with 50%±5% by weight of waste ascon ground in the form of particles of 5mm to 0.1mm in 10% to 12% by weight of blending water with respect to 100 parts by weight of used cement. The ratio of waste ascon and aggregates is 50%±5%:50%±5% with respect to 100 parts by weight of the ascon of 50%±5% by weight. The blending water is prepared by blending 20% to 25% of aqueous polymer emulsion having 40% to 50% of solid contents with 75% to 80% of water for 100 parts by weight.
摘要翻译：提供废弃物的混凝土组成，在紧急施工的铺设过程中，在10〜20分钟内显示出150kgf / cm2以上的早期强度。高度固化的混凝土组合物包含：50重量％±5重量％的高速固化水泥，包含50重量％至79.9重量％的3CaO 3 Al 2 O 3 .CaSO 4，固体粉末形式为6,000cm 2 / g至12,000cm 平方公尺/ g; 15％至25％重量的固体粉末形式的石膏无水石膏为6,000cm ^ 2 / g至12,000cm ^ 2 / g; 5％至30％（重量）的波特兰水泥; 和0.1％至3.0％的超增塑剂，共100份重量。此外，根据外部温度，组合物包含0.00001％至0.3％的阻燃剂。通过将50％±5％重量的制备的混凝土组合物与50％±5％（重量）的废弃物混合物混合制成高度固化的混凝土组合物，其形式为10至12％的5mm至0.1mm的颗粒形式，相对于100重量份的二手水泥掺合水。相对于100重量份的50重量％±5重量％的比例，废弃物与聚集体的比例为50％±5％：50％±5％。混合水通过将20％至25％的具有40％至50％固体含量的水性聚合物乳液与75％至80％的水共混100份重量来制备。

4. 发明授权

KR101127989B1 기둥 정착 구조물 및 그 제작 방법 有权
标题翻译：固定支柱的结构及其制造方法
公开(公告)号：KR101127989B1
公开(公告)日：2012-03-28
申请号：KR1020110121527
申请日：2011-11-21
申请人： 대실테크 주식회사
发明人： 유조웅
IPC分类号： E02D27/42 , E04H12/28 , E01F9/60 , E02D5/74
CPC分类号： E02D27/42 , E01F9/60 , E02D5/74 , E02D2200/1607 , E02D2200/165 , E02D2250/0023 , E02D2600/30 , E04H12/28
摘要： PURPOSE: A post fixing structure and a manufacturing method thereof are provided to reduce a curing process of concretes and costs for manufacturing in a post fixing structure consisting of the concretes. CONSTITUTION: A post fixing structure(100) comprises a concrete body(110), an anchor bolt(120), and a conduit passage(116). The concrete body is composed of an upper body(111) and a lower body(112). The concrete body comprises a through hole(115) tapered toward a longitudinal direction in the central part. The anchor bole is buried into the concrete body along the through hole so that a part of the anchor bolt is projected to the upper part of the concrete body.
摘要翻译：目的：提供后固定结构及其制造方法，以减少由混凝土构成的柱固定结构中的混凝土的固化过程和制造成本。构造：柱固定结构（100）包括混凝土体（110），锚栓（120）和导管通道（116）。混凝土体由上体（111）和下体（112）构成。混凝土体包括在中心部分中朝向纵向方向逐渐变细的通孔（115）。锚栓从通孔被埋入混凝土体内，使得锚栓的一部分突出到混凝土体的上部。

5. 发明授权

KR101085796B1 콘크리트 기초 일체형 기둥 정착구조 失效
标题翻译：支柱的基础整合型固定结构
公开(公告)号：KR101085796B1
公开(公告)日：2011-11-22
申请号：KR1020110029714
申请日：2011-03-31
申请人： 대실테크 주식회사
发明人： 유조웅
IPC分类号： E02D27/42 , E04H12/28 , E02D5/30 , E02D5/34
CPC分类号： E02D27/42 , E02D5/30 , E02D5/34 , E02D2200/165 , E02D2300/0017 , E02D2300/0026 , E04H12/28
摘要： PURPOSE: A concrete foundation integrated pillar fixing structure is provided to securely install a post without twisting and buckling by integrally forming a weight body on the top of a concrete foundation structure. CONSTITUTION: A concrete foundation integrated pillar fixing structure comprises a concrete foundation structure(12) and a steel pipe post(20). An upper concrete foundation(10), a lower concrete foundation(15), and a weight body(10') are integrally formed in the concrete foundation structure. Reinforcing bars are arranged inside the upper and lower concrete foundations. The lower concrete foundation is extended from the bottom of the upper concrete foundation. The weight body is outward extended between the upper and lower concrete foundations. The bottom of the steel pipe post is inserted into the concrete foundation structure.
摘要翻译：目的：提供一种混凝土基础一体式支柱固定结构，通过在混凝土基础结构的顶部整体成型而牢固地安装立柱而不扭曲和弯曲。构成：混凝土基础综合支柱固定结构包括混凝土基础结构（12）和钢管柱（20）。在混凝土基础结构中一体地形成上混凝土基础（10），下混凝土基础（15）和配重体（10'）。上下混凝土基座内设有钢筋。下混凝土基础从上混凝土基础的底部延伸出来。重物体在上下混凝土基础之间向外延伸。钢管柱的底部插入混凝土基础结构中。

6. 发明公开

KR1020080101946A 송ㆍ배전용 관로구 방수장치 有权
标题翻译：管道开口防水装置
公开(公告)号：KR1020080101946A
公开(公告)日：2008-11-24
申请号：KR1020070048108
申请日：2007-05-17
申请人： 대실테크 주식회사 , 한국전력공사
发明人： 유조웅 , 강영우
IPC分类号： H02G9/10 , H02G9/06 , H02G9/02 , H02G9/00
CPC分类号： H02G9/10 , H02G9/02 , H02G9/06 , H02G2200/00
摘要： A cable pathway waterproof apparatus for transmission/distribution is provided to waterproof water by separating a first half cylinder body and a second half cylinder body. A cable pathway waterproof apparatus for transmission/distribution comprises the followings: a first screw part(12a) in one side circumference surface; a first half cylinder body(12) forming a long half cylinder body shape; a pair of first flange(14) forming a plurality of first penetration holes(14a) protruding in both sides of first half cylinder body; a first semicircular shape waterproof sill forming perpendicularly against the first half cylinder body; a second screw part(22a) in one side circumference surface; a second half cylinder body(22) forming a long half cylinder body shape; a pair of second flange(24) forming a plurality of second penetration holes(24a) protruding in both sides of second half cylinder body; a second semicircular shape waterproof sill(26) forming perpendicularly against the second half cylinder body; a first packing member(30) preventing a penetration of a moisture in outside; and a coupling member formed into the cylindrical body uniting the first and the second half cylinder body.
摘要翻译：通过分离第一半圆筒体和第二半圆柱体，将防水水提供给用于传输/分配的电缆路径防水装置。一种用于传输/分配的电缆路径防水装置包括：一个侧面中的第一螺纹部分（12a）形成长半筒体形状的第一半圆筒体（12）一对第一凸缘（14），形成在第一半筒体的两侧突出的多个第一贯通孔（14a）垂直于第一半圆柱体形成的第一半圆形防水框架; 一个侧面的第二螺纹部分（22a）; 形成长半筒体形状的第二半筒体（22）一对第二凸缘（24），形成在第二半圆筒体的两侧突出的多个第二贯通孔（24a）第二半圆形防水基底（26），垂直于第二半圆柱体形成; 防止水分渗入外部的第一包装件（30）; 以及联接构件，其形成为使所述第一半筒体和所述第二半筒体结合的圆筒体。

7. 发明公开

KR1020080101202A 송,배전용 관로구 방수장치 有权
标题翻译：管道开口防水装置
公开(公告)号：KR1020080101202A
公开(公告)日：2008-11-21
申请号：KR1020070047631
申请日：2007-05-16
申请人： 대실테크 주식회사 , 강영우
发明人： 유조웅 , 강영우
IPC分类号： H02G1/10 , H02G9/06 , H02G15/04
CPC分类号： H02G1/10 , H02G9/06 , H02G15/043 , H02G2200/30
摘要： A pipe conduit opening waterproof apparatus is provided to prevent water by improve a cover sealing the opening part of a manhole. In pipe conduit opening waterproof apparatus, a first packing member preventing the penetration of the moisture through the outer circumference of the main body(12) within manhole(14). A first nut(16) is screwed and coupled at the first screw part of the main body in order to adhere the first packing member closely to the outer side surface of the wall body of manhole and outer circumference of the main body. A second packing member prevents the penetration of the moisture through the outer circumference of the main body within manhole. A cover(30) seals the opening of the main body tightly through the through-hole of the main body in order to prevent the penetration of the moisture.
摘要翻译：提供一种管道开口防水装置，通过改善密封井孔开口部分的盖子来防止水分流出。在管道导管开口防水装置中，第一包装部件防止水分穿过人体（14）内的主体（12）的外周。第一螺母（16）在主体的第一螺纹部分处被拧紧并联接，以便将第一密封构件紧密地附接到主体的人孔和外周的壁体的外侧表面。第二包装部件防止湿气穿过人孔内的主体的外周。盖（30）通过主体的通孔紧密地密封主体的开口，以防止水分渗透。

8. 发明授权

KR100853276B1 맨홀 목부 방수장치 失效
标题翻译：防水装置紧靠曼彻斯特内部的一部分
公开(公告)号：KR100853276B1
公开(公告)日：2008-08-21
申请号：KR1020070045700
申请日：2007-05-10
申请人： 대실테크 주식회사 , 강영우
发明人： 유조웅 , 강영우
IPC分类号： E02D29/12 , E03F5/02
CPC分类号： E02D29/12 , E02D29/121 , E02D29/125 , E02D2450/00 , E03F5/02 , E03F5/021
摘要： A waterproofing device for a neck of a manhole is provided to prevent the permeation of waste water, rainwater, sewage or a calcium chloride solution to the inside of a manhole, to prevent the corrosion of power transmission and distribution lines as well as a communications line in a manhole, and to prevent the accident from suffocation by preventing the generation of poisonous gas which is harmful to the human body in a manhole. A waterproofing device for a neck of a manhole for preventing the permeation of impurities such as waste water, rainwater, sewage or a calcium chloride solution to the inside of a manhole from the outside comprises a cylindrical main body fixed to the inner circumferential surface of a neck(1) of a concrete manhole by many anchor bolts(3), a thread(14a) formed on the upper inner circumferential surface of the main body, a cover provided with a thread(22a) coupled to the thread of the main body to cover a through hole(14) of the main body, a packing member(30) installed between an end projection(23) formed in the outer middle of the cover and the top of the main body and installed between the bottom of the cover and an inner hanging projection(13) of the main body to seal up the main body and the cover watertightly, and a knob(40) formed to the cover integrally to couple or separate the main body and the cover.
摘要翻译：提供了一种用于人孔颈部的防水装置，以防止废水，雨水，污水或氯化钙溶液渗透到人孔内部，以防止输配电线路以及通信线路的腐蚀并且通过防止在人孔中产生对人体有害的有毒气体来防止事故窒息。用于防止诸如废水，雨水，污水或氯化钙溶液的杂质从外部渗透到人孔内部的人孔颈部的防水装置包括固定到人造壁的内周表面的圆柱形主体通过许多锚固螺栓（3），形成在混凝土井孔的颈部（1），形成在主体的上内圆周表面上的螺纹（14a），具有联接到主体的螺纹的螺纹（22a）的盖覆盖主体的通孔（14），安装在形成在盖的外部中间的端部突起（23）和主体的顶部之间并安装在盖的底部之间的密封构件（30）以及主体的内部悬挂突起（13），以密封所述主体和所述盖子，以及将所述主体和所述盖体一体地形成在所述盖体上的旋钮（40）。

9. 发明授权

KR101741019B1 다규격 노면굴삭이 가능한 원형굴삭기와 거푸집 일체형 높이조절기를 구비하는 맨홀보수보강장치 및 이를 이용한 맨홀보수보강공법 有权
公开(公告)号：KR101741019B1
公开(公告)日：2017-05-29
申请号：KR1020160104157
申请日：2016-08-17
申请人： 대실테크 주식회사 , (주)세정엔지니어링
发明人： 유조웅 , 이영규 , 유순경 , 박종승 , 변문수 , 변문철
IPC分类号： E02D29/12 , E02D29/14 , E01C23/12
摘要： 본발명의일 측면에따른다규격노면굴삭이가능한원형굴삭기와거푸집일체형높이조절기를구비하는맨홀보수보강장치는상기맨홀틀의규격에따라굴삭반경을조절하여상기맨홀틀주변의노면을굴삭하는원형굴삭기와, 상기맨홀틀과연결되고거푸집과일체형으로구비되어상기맨홀틀의높이조절및 굴삭된맨홀의주변에몰탈이타설되도록하는거푸집일체형높이조절기를구비할수 있다.

10. 发明授权

KR101582830B1 방수시트 및 이를 이용한 방수 라이닝 시공 방법 有权
标题翻译：防水板和防水衬垫方法
公开(公告)号：KR101582830B1
公开(公告)日：2016-01-08
申请号：KR1020150141123
申请日：2015-10-07
申请人： 대실테크 주식회사 , (주)희상리인포스
发明人： 유조웅 , 박상민 , 김형수 , 이호국
IPC分类号： B32B27/12 , B32B27/30 , B32B27/18 , E04B1/64 , E04B1/66 , E04H7/18
CPC分类号： B32B27/12 , B32B27/18 , B32B27/30 , E04B1/64 , E04B1/66 , E04H7/18
摘要： 본발명의실시예에따른방수시트는, 섬유포; 상기섬유포의일면에위치하는방수층; 및상기섬유포의다른일면에고정되며메쉬구조를가지는메쉬층을포함한다.
摘要翻译：本发明涉及防水片材及其制造方法。根据本发明的一个实施例的防水片包括：纤维布; 布置在纤维布一侧的防水层; 以及网状层，其固定在纤维布的另一侧，并且具有网状结构。

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