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1. 发明授权

KR101192737B1 무장약공 폭압 분출억제장치 및 이를 이용한 친환경 고효율 심발 발파공법 有权
标题翻译：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
公开(公告)号：KR101192737B1
公开(公告)日：2012-10-18
申请号：KR1020110121098
申请日：2011-11-18
申请人： 조금원 , 조종은 , 한국건설기술연구원 , 주식회사 이산 , 주식회사 대한콘설탄트
发明人： 조금원 , 조종은 , 김광염 , 최재희 , 이종수 , 김창용 , 박재원
IPC分类号： F42D1/08 , F42D3/04
CPC分类号： F42D5/045 , E21D9/006 , F42D3/04 , F42D5/055
摘要： 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
摘要翻译：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

2. 发明授权

KR101153825B1 폭압유도 및 제어를 위한 조립식 장약홀더 有权
标题翻译：充电器用于BLAST压力诱导和控制
公开(公告)号：KR101153825B1
公开(公告)日：2012-06-18
申请号：KR1020110074072
申请日：2011-07-26
申请人： 조금원 , 김경숙 , 조종은 , 조은정 , 한국건설기술연구원 , 주식회사 대한콘설탄트 , 주식회사 케이지엔지니어링종합건축사사무소
发明人： 조금원 , 김경숙 , 조종은 , 조은정 , 김광염 , 김창용 , 함건철 , 최재희 , 정양현 , 이종수 , 김준영 , 김성태
IPC分类号： F42D1/00 , F42D3/04
CPC分类号： F42D1/14 , E21D9/006 , F42B3/22 , F42D1/20
摘要： 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.
摘要翻译：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

KR101054707B1 폭압유도 제어장치를 이용한 발파공법 및 이 공법에 적용되는 폭압유도 제어장치 有权
标题翻译：使用用于感应喷射压力的控制装置的喷砂方法，以及用于诱导喷射压力的控制装置以应用其
公开(公告)号：KR101054707B1
公开(公告)日：2011-08-05
申请号：KR1020110014967
申请日：2011-02-21
申请人： 조금원 , 김경숙 , 조종은 , 조은정 , 한국건설기술연구원 , 주식회사 대한콘설탄트 , 주식회사 케이지엔지니어링종합건축사사무소
发明人： 조금원 , 김경숙 , 조종은 , 조은정 , 김광염 , 김창용 , 함건철 , 이종수 , 김준영 , 김성태 , 최재희 , 정양현
IPC分类号： F42D3/04
CPC分类号： F42D5/00 , F42D1/22 , F42D3/04
摘要： PURPOSE: A blasting method using a blast pressure induction control device and a control device for blast pressure induction applied to the same are provided to secure smooth and clean blast surface and minimize vibration and noise by controlling the transfer path of blast pressure. CONSTITUTION: A blasting method using a blast pressure induction control device is as follows. Respective explosives(1) are loaded in a plurality of blast pressure shield covers(110) in which a blast pressure induction path is formed. The explosives are fixed by being wrapped with a connecting band(115). A coupling projection formed on a side of the blast pressure shield cover is fitted to a coupling groove of another blast pressure shield cover. The blast pressure shield covers are connected together in the longitudinal direction. A detonator lead connected to one explosive is exposed to the outside of a blast hole(2). The connected blast pressure shield covers are inserted in the blast hole to face a designed blast line(4). A packing material is filled in the blast hole. The detonator lead is connected to a lead wire and an explosive is blasted.
摘要翻译：目的：提供使用鼓风压力感应控制装置和施加于其上的鼓风压力感应控制装置的爆破方法，以通过控制鼓风压力的传送路径来确保平滑和清洁的喷砂表面，并最小化振动和噪音。构成：使用鼓风压力感应控制装置的爆破方法如下。各种炸药（1）装载在形成鼓风压力感应路径的多个防爆罩（110）中。爆炸物被连接带（115）包裹固定。形成在防爆罩的一侧的联接突起装配到另一防爆罩的联接槽上。喷射压力屏蔽罩沿纵向连接在一起。连接到一个炸药的雷管引线暴露在爆破孔的外部（2）。连接的防爆罩被插入到爆破孔中以面对设计的鼓风线（4）。包装材料填充在喷孔中。引爆线与引线连接，炸药爆炸。

4. 发明授权

KR101393727B1 기계적 반발력을 이용한 선단 정착형 영구 앵커 및 이를 이용한 지반 보강 공법 有权
标题翻译：使用机械功率的永磁永久锚杆及其构造方法
公开(公告)号：KR101393727B1
公开(公告)日：2014-05-15
申请号：KR1020130129471
申请日：2013-10-29
申请人： 주식회사 대성방재기술 , 주식회사 도화엔지니어링 , 주식회사 이산 , 주식회사 대한콘설탄트 , 주식회사 케이지엔지니어링종합건축사사무소
发明人： 이종하 , 민인기 , 최재희 , 함건철 , 최한순
IPC分类号： E02D5/54 , E02D5/80 , E02D5/62 , E02D3/12
CPC分类号： E02D5/54 , E02D3/12 , E02D5/62 , E02D5/80 , E02D2200/14 , E02D2250/003 , E02D2600/30
摘要： The present invention relates to a front end anchored permanent anchor using mechanical repulsive power and a constructing method for the same to firmly reinforce the ground and to reduce environmental pollution by exclusively grouting an anchoring part and filling the remaining space with environmentally friendly materials. The front end anchored permanent anchor using mechanical repulsive power according to the present invention includes the anchoring part inserted into an underground anchor hole (1) and anchored by mechanical repulsive power and grouting, and a free part connected to the anchoring part. The constructing method for the front end anchored permanent anchor using mechanical repulsive power comprises a first step for boring the underground anchor hole (1); a second step for inserting the front end anchored permanent anchor (100) into the anchor hole formed by the first step; a third step for primarily anchoring the front end anchored permanent anchor to the ground by expanding an anchoring blade (20) with the expansion of an elastic member (30); a fourth step for secondarily anchoring the front end anchored permanent anchor by opening the anchoring blade; and a fifth step for filling an peripheral area of the anchoring part with grout materials to grout and anchor the anchoring part and filling the free part with non-grout materials after the fourth step.
摘要翻译：本发明涉及一种使用机械排斥力的前端锚固永久锚杆及其构造方法，其通过专门灌浆锚固部分并用环保材料填充剩余空间来牢固地加强地面并减少环境污染。根据本发明的使用机械排斥力的前端锚固永久锚杆包括插入地下锚固孔（1）中并通过机械排斥力和灌浆锚固的锚固部分和连接到锚固部分的自由部分。使用机械排斥力的前端锚固永久锚的构造方法包括：用于钻孔地下锚孔（1）的第一步骤; 第二步骤，用于将前端锚定永久锚（100）插入由第一台阶形成的锚定孔中; 第三步骤，用于通过使弹性构件（30）的膨胀膨胀锚定叶片（20）来主要将前端锚定永久锚固定到地面上; 第四步骤，通过打开所述锚定叶片来二次锚固所述前端锚定永久锚杆; 以及第五步骤，用灌浆材料填充锚固部分的周边区域，以在第四步骤之后用非灌浆材料灌浆锚固锚固部分并填充自由部分。

5. 发明授权

KR101241404B1 압축과 인장형 록볼트 및 이를 이용한 지반 보강 공법 有权
标题翻译：压缩和拉伸岩石螺栓及其加固方法
公开(公告)号：KR101241404B1
公开(公告)日：2013-03-11
申请号：KR1020120067028
申请日：2012-06-21
申请人： 주식회사 대성방재기술 , 주식회사 삼안 , 주식회사 이산 , 주식회사 한국종합기술
发明人： 이종하 , 김석수 , 최재희 , 이상돈 , 김승규 , 지정택 , 한진희 , 김동은
IPC分类号： E21D21/00 , E21D20/00
摘要： PURPOSE: A compression rock bolt, a tension rock bolt and a ground reinforcement method thereof are provided to reinforce the ground with a large fixing force by fixing a fixing wing with a compression and tension to the second. CONSTITUTION: A ground reinforcement method using a compression rock bolt and a tension rock bolt comprise a step of inserting a rock bolt in a bolt hole; a step of fixing a fixing wing(120) extended along a fixing head(110) to the ground by driving the fixing wing through the fixing means of the rock bolt in the first; and a step of fixing the fixing wing extended by withdrawing the fixing head by tensioning a tension member(140) to the second.
摘要翻译：目的：提供一种压缩岩石锚杆，张力岩石锚杆及其地面加固方法，通过将固定翼与压缩和张力固定在一起，以大的固定力来加固地面。构成：使用压缩岩石锚杆和张力岩石锚杆的地面加固方法包括将螺栓插入螺栓孔中的步骤; 将固定翼（120）沿着固定头（110）延伸到地面的步骤，通过在第一个中通过岩石锚杆的固定装置驱动固定翼; 以及通过将张紧构件（140）张紧到第二固定头而使固定头通过抽出固定头来固定固定翼的步骤。

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