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    • 1. 发明授权
    • 폭압유도 및 제어를 위한 조립식 장약홀더
    • 充电器用于BLAST压力诱导和控制
    • KR101153825B1
    • 2012-06-18
    • KR1020110074072
    • 2011-07-26
    • 조금원김경숙조종은조은정한국건설기술연구원주식회사 대한콘설탄트주식회사 케이지엔지니어링종합건축사사무소
    • 조금원김경숙조종은조은정김광염김창용함건철최재희정양현이종수김준영김성태
    • F42D1/00F42D3/04
    • F42D1/14E21D9/006F42B3/22F42D1/20
    • PURPOSE: A prefabricated charge holder for blast pressure induction and control is provided to properly cope with the variation of blast pressure caused by various factors because blast pressure shield covers, a double cover, and a triple cover are independently or together according to user's selection. CONSTITUTION: A prefabricated charge holder for blast pressure induction and control comprises circular blast pressure shield covers(10), a double cover(20), a triple cover(30), and a cover connecting unit. In the blast pressure shield covers, an explosive charge part is formed inside a blast pressure induction path(11) and multi-assembling projections(14) having a double cover assembling part(14a) and a triple cover assembling part(14b) are formed at regular intervals in the longitudinal direction. The double cover comprises a plurality of first assembly holes(21) inserted to the double cover assembling part. The triple cover comprises a plurality of second assembly holes(31) inserted to the triple cover assembling part. The cover connecting unit comprises a connection recess(41) which is formed on the inner surface of one end of a blast pressure shield cover and the triple cover, a locking hole(42) formed in the inner center of the connection recess, a connection projection(43) which is formed on the other end of the blast pressure shield cover and the triple cover, and a lock protrusion which is formed on the outer side of the connection projection and inserted into the locking hole. The cover connecting unit connects the plurality of blast pressure shield covers into one body in a longitudinal direction.
    • 目的:提供用于鼓风压力感应和控制的预制充电支架,以适当应对各种因素引起的鼓风压力变化,因为根据用户的选择,爆炸压力屏蔽罩,双盖和三重盖板是独立或一体的。 构成:用于高压感应和控制的预制充电支架包括圆形鼓风压力屏蔽罩(10),双盖(20),三重盖(30)和盖连接单元。 在防爆罩中,在鼓风压力传感路径(11)的内部形成有炸药装填部,形成有具有双盖组装部(14a)和三重盖组装部(14b)的多组装突起(14) 在纵向上以规则的间隔。 双盖包括插入双层盖组件的多个第一组装孔(21)。 三重盖包括插入三重组合部件的多个第二组装孔(31)。 盖连接单元包括形成在鼓风压力屏蔽罩的一端的内表面和三重盖的连接凹部(41),形成在连接凹部的内部中心的锁定孔(42) 形成在鼓风保护罩和三重盖的另一端的突起(43)和形成在连接突起的外侧并插入到锁定孔中的锁定突起。 盖连接单元将多个鼓风压力屏蔽罩在纵向方向上连接成一体。
    • 3. 发明授权
    • 무장약공 폭압 분출억제장치 및 이를 이용한 친환경 고효율 심발 발파공법
    • 用于空穴的BLAST压力消除抑制装置和使用其进行中心切割的方法
    • KR101192737B1
    • 2012-10-18
    • KR1020110121098
    • 2011-11-18
    • 조금원조종은한국건설기술연구원주식회사 이산주식회사 대한콘설탄트
    • 조금원조종은김광염최재희이종수김창용박재원
    • F42D1/08F42D3/04
    • F42D5/045E21D9/006F42D3/04F42D5/055
    • PURPOSE: A blast pressure effusion restraint device for an empty hole and an environmentally-friendly center-cut blasting method using the same are provided to maximize blasting efficiency by blocking the open top of an empty hole in order to prevent the outflow of blast pressure. CONSTITUTION: A blast pressure effusion restraint device for an empty hole comprises first to third air ball plugs(110,120,130). A plug rope(111) is connected to the top of the first air ball plug. The second air ball plug is connected to the bottom of the first air ball plug through a check valve(150). The third air ball plug is connected to the bottom of the second air ball plug through a check valve. Air injection ports(140) are formed at one side of each air ball plug. An injection port plug(142) is installed on the outer front end of an air injection port and one side of the injection port plug is fixed to the air injection port. [Reference numerals] (AA) Blue; (BB) Green; (CC) Yellow; (DD) Red
    • 目的:提供一种用于空洞的鼓风压力积液抑制装置和使用该空孔的环保中心切割喷砂方法,以通过堵塞空孔的开口顶部来最大限度地提高喷砂效率,以防止喷射压力的流出。 构成:用于空洞的鼓风压力积液约束装置包括第一至第三空气球塞(110,120,130)。 插头绳(111)连接到第一空气球塞的顶部。 第二空气球塞通过止回阀(150)连接到第一空气球塞的底部。 第三空气球塞通过止回阀连接到第二空气球塞的底部。 空气注入口(140)形成在每个空气球塞的一侧。 注入口插头(142)安装在空气注入口的外前端,注入口塞的一侧固定在空气注入口上。 (附图标记)(AA)蓝色; (BB)绿色; (CC)黄色; (DD)红色
    • 5. 发明授权
    • 터널 배수 구조물
    • 隧道排水结构
    • KR101039316B1
    • 2011-06-08
    • KR1020100061183
    • 2010-06-28
    • 주식회사 대한콘설탄트주식회사 케이지엔지니어링종합건축사사무소
    • 이종수최용기이준석김종화
    • E21F16/02E21D11/38
    • E21F16/02E21D11/38
    • PURPOSE: A drainage structure of a tunnel is provided to prevent the solidification caused by dissolution of cement, to have a smooth drainage system, to make efficient maintenance possible by independent operation of a drainpipe, to cut down construction expenses and to improve constructability. CONSTITUTION: A drainage structure of a tunnel contains a perforated tube(400) having plural holes to make water streamed down along a waterproofing membrane flow in; aggregate(500) surrounding the perforated tube; a fixing device(600) formed to couple one side to the bottom of a tunnel and to extend the other side upward to fix the perforated tube and the aggregate; and a waterproofing membrane(200) covering the outside of the aggregate and the fixing device.
    • 目的:提供隧道排水结构,防止水泥溶解引起凝固,排水系统顺畅,排水管道独立运行,有效维护,降低施工费用,提高施工效益。 构成:隧道的排水结构包括一个多孔管,它具有多个孔,使水沿防水膜流入; 围绕穿孔管的骨料(500); 固定装置(600),其形成为将一侧连接到隧道的底部并且将另一侧向上延伸以固定所述多孔管和所述骨料; 以及覆盖聚集体外部的防水膜(200)和固定装置。
    • 8. 发明授权
    • 통형상 부재로 이루어진 앵커체를 구비하여 측면확장 범위를 극대화시킨 쐐기식 확장형 앵커 및 이를 이용한 앵커 시공방법
    • 使用锚形结构构件用楔型膨胀锚固管方法,其中,所述锚定体最大化侧扩展范围由它们的和
    • KR101845479B1
    • 2018-04-05
    • KR1020170084765
    • 2017-07-04
    • 평화지오텍 주식회사(주)신명건설기술공사주식회사 케이지엔지니어링종합건축사사무소송호산업 주식회사
    • 이종수박종호
    • E02D5/80E02D17/20
    • E02D5/80E02D17/20E02D2200/16E02D2600/30
    • 본발명은인장재가지면방향으로당겨짐에따라쐐기작용에의해앵커체가지중공(地中孔)의측면방향으로확장변위되도록하되, 양측쐐기경사면에의해뾰족한삼각형으로이루어진쐐기부를가지는쐐기부재와, 대향경사면을가지는한 쌍의확장부재를포함하여구성되고, 쐐기부재와한 쌍의확장부재는, 쐐기경사면과대향경사면이서로마주접하도록모이게되면통형상부재로이루어진앵커체를구비함으로써, 제작및 설치가용이하게이루어지도록함과동시에, 측면방향으로확장변위되는범위를종래의경우보다더욱크게하여극대화시키고, 더나아가지중공내에그라우트를충진한후에도앵커체의측면확장변위가필요한정도로충분히큰 크기로유발될수 있도록함으로써, 앵커체의고정상태를더욱견고하게할 수있게되어지중공의천공길이와천공직경, 그리고앵커의정착장길이를줄여서사용재료의절감및 시공효율성향상의효과를발휘할수 있는구성을가지는 "통형상부재로이루어진앵커체를구비하여측면확장범위를극대화시킨확장형앵커및 이를이용한앵커시공방법"에관한것이다.
    • 本发明的张紧构件有但通过楔效应根据的方向上的拉动以在中空的锚定体(地中孔),两个侧面和具有由一个楔形倾斜面制成的尖三角形的楔形部分的楔构件的横向方向延伸的位移,相对的倾斜面 一对包括:扩展部件,所述楔形部件和具有该对延伸构件,在组装一个楔形倾斜面和相对的倾斜表面西罗到主触点通过提供制成的管状构件的锚体,容易制造和安装 同时也发生并且在足够大的尺寸被诱导以在横向方向上的伸展膨胀位移所以甚至更大最大化和,更好,在中空填充灌浆后所需要的锚固件本体的侧膨胀位移比在现有技术中 这样做,变得能够确保锚固件本体的状态,更可靠,如果中空的穿刺长度和穿孔直径,和锚定长度较长的固定 它涉及“通过具有由在其中的结构构件可扩张锚,并使用相同的最大横向延伸范围的锚定的方法的锚体桶形”具有可表现出减少的材料的效果,并提高施工效率的结构减小。