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1. 发明公开

KR20100045121A Method for cushion blasting rock 审中-公开
标题翻译：烧结岩的方法
公开(公告)号：KR20100045121A
公开(公告)日：2010-05-03
申请号：KR20080104175
申请日：2008-10-23
申请人： KIM HO CHOL
发明人： KIM HO CHOL
IPC分类号： F42D3/04
CPC分类号： F42D3/04 , F42D1/00 , F42D1/08 , F42D1/18 , F42D1/24
摘要： PURPOSE: A shock-absorbing rock blasting method is provided to reduce the blasting pressure applied to a bore hole by filling the gap between an explosive and a bore hole wall. CONSTITUTION: A shock-absorbing rock blasting method comprises the steps of: punching a bore hole(S10), inserting a guide pipe in the bore hole(S20), inserting an explosive in the bore hole(S30), placing a buffer material in the bore hole(S40), and removing the guide pipe(S50). A vinyl cover is installed on the outside of the guide pipe and inserted into the bore hole together with the guide pipe. The vinyl cover is left in the bore hole when the guide pipe is removed.
摘要翻译：目的：通过填充爆炸物和钻孔壁之间的间隙，提供减震喷砂方法，以减少施加到钻孔的爆破压力。构成：冲击式喷砂方法包括以下步骤：冲孔（S10），将导管插入钻孔（S20），将爆炸物插入钻孔（S30），将缓冲材料放入钻孔（S40），取出导管（S50）。乙烯基盖安装在导管的外侧，与导管一起插入钻孔中。取出导管时，乙烯基盖留在钻孔中。

2. 发明公开

KR1020000058416A 이완식 발파공법 및 이의 발파매트 失效
标题翻译：松散式喷砂方法和喷砂结构
公开(公告)号：KR1020000058416A
公开(公告)日：2000-10-05
申请号：KR1020000026596
申请日：2000-05-18
申请人： 주식회사 부암테크
发明人： 조용소
IPC分类号： F42D1/24
CPC分类号： E02F3/04 , F42D1/00 , F42D5/05
摘要： PURPOSE: A relaxed type blasting method and a blast mat structure are provided to reduce noise and vibration caused by a blasting and allow a portion of a free surface of a rock mass layer to be relaxed from a parent rock without affecting public facility such as a transmission tower. CONSTITUTION: A method comprises a first step of dividing a blast section onto a horizontal surface between a free surface and a cut surface of a rock mass layer in a lengthwise direction of the rock mass layer to be excavated, and penetrating a plurality of blast holes having a predetermined spacing for each of the divided portion of the blast section, a second step of connecting a blast wire in such a manner that the explosives inserted into the blast holes of each blast section can be exploded in a predetermined order, a third step of installing a blast mat having an iron plate with a size enough to cover all of the blast holes, the iron plate having at a bottom surface thereof a resilient member surrounding the blast holes, the blast mat having at an upper surface thereof a weight compensating member welded thereto, and a fourth step of exploding the explosives by operating a blasting machine.
摘要翻译：目的：提供一种放松式爆破方法和一种鼓风垫结构，以减少由爆破引起的噪音和振动，并允许岩体层自由表面的一部分从母岩松弛而不影响公共设施，如铁塔。构成：一种方法，包括：第一步骤，将鼓风部分分割成待挖掘的岩体层的长度方向上的岩体层的自由表面和切割面之间的水平面上，并穿透多个喷孔对于所述鼓风部分的每个所述分割部分具有预定间隔;第二步骤，以预定顺序将插入到所述鼓风部分的所述鼓风孔中的爆炸物爆炸的方式连接在一起的第一步骤;第三步骤，安装具有足够覆盖所有喷孔的铁板的鼓垫，所述铁板的底表面具有围绕所述喷孔的弹性构件，所述鼓垫在其上表面处具有重量补偿并且第四步骤是通过操作喷砂机来爆炸炸药。

3. 发明授权

KR101564617B1 원자력발전소의 콘크리트 구조물에 대한 제염 시스템 및 방법 有权
标题翻译：核电厂混凝土结构体系与方法
公开(公告)号：KR101564617B1
公开(公告)日：2015-11-02
申请号：KR1020140064258
申请日：2014-05-28
申请人： 주식회사 오리온이엔씨
发明人： 이운장
IPC分类号： G21F9/30 , G21F9/28 , F42D3/02 , F42D1/00
CPC分类号： G21F9/00 , F42D1/00 , F42D3/02 , G01T1/169 , G21F9/28
摘要： 본발명은방사능에오염된콘크리트의제염방법에관한것이다. 그러한방사능에오염된콘크리트의제염방법은콘크리트의방사능오염정도를측정하는단계와; 오염정도에따라제염영역을설정하는단계와; 콘크리트표면의오염깊이에비례하여천공깊이를설정하여표면에구멍을천공하는단계와; 그리고구멍에폭발물을장약하여폭발시킴으로써콘크리트를제염하는단계를포함한다. 이러한방사능에오염된콘크리트의제염방법은발파식제염기술개발을통해원전콘크리트구조물제염을위한원천기술확보가가능하므로국내원전의해체시방사능에오염된콘크리트처리와독극물을활용하는화학플랜트산업에서오염된콘크리트제염및 처리를위해활용될수 있을것으로기대가된다.
摘要翻译：本发明涉及对被辐射污染的混凝土进行净化的方法。该方法包括测量混凝土的辐射污染程度的步骤; 根据污染程度设置净化面积的一个步骤; 通过将孔的深度与表面的污染深度成比例地设置在混凝土表面上形成孔的步骤; 并通过在孔中安装和爆炸炸弹来净化混凝土的步骤。该方法预计用于对化学工业污染的混凝土进行净化和处理，使用有毒物质和处理混凝土，因为通过开发爆破净化技术确保了对源混凝土结构进行净化的基础技术。

4. 发明授权

KR101499012B1 교량거부시설용 폭약장전함 有权
标题翻译： TNT用于桥梁拒收设施的充电箱
公开(公告)号：KR101499012B1
公开(公告)日：2015-03-27
申请号：KR1020130162365
申请日：2013-12-24
申请人： 나상철 , 나현덕 , 주식회사 에코렉스코퍼레이션 , 주식회사 에코렉스엔지니어링 , 국동현
发明人： 나상철 , 나현덕 , 국동현
IPC分类号： F42D3/02 , F42B39/30
CPC分类号： F42B39/30 , F42D1/00 , F42D3/02
摘要： 본 발명은 교량거부시설용 폭약장전함에 관한 것으로, 그 목적은 전쟁 시 적군의 진격을 저지시키기 위해 교량거부시설을 폭파할 때 폭파안전성을 확보하는 동시에 폭약의 폭발방향을 폭파대상물쪽으로 집중시킴으로서 적은 폭약으로 최대의 폭파효과를 얻을 수 있음은 물론 근거리내의 주변 인명 및 시설물에 손상을 최소화시킬 수 있는 교량거부시설용 폭약장전함을 제공하는 것이며, 그 구성은 내부에 중공(中空)갖고 후면이 개방된 함형태의 본체와; 상기 본체의 전면부에 관통형성되는 하나 또는 그 이상의 폭약장전공과; 상기 폭약장전공으로부터 후방으로 연장형성되는 구획판에 의해 형성되는 폭약장전실과; 상기 폭약장전공을 통해 폭약장전실로 착탈가능하게 조립되어 폭약의 폭발 시 폭발방향을 안내하는 폭발안내블록과; 상기 폭약장전공의 전면에 설치되어 폭약의 폭발 시 폭발안내블록을 견고하게 고정지지하는 잠금장치와; 상기 본체의 상면부에 본체의 내측중공과 연통형성되어 본체의 내부중공에 채움재를 충전하는 채움재유입구로 구성되며; 교량거부시설의 표면상에 상기 본체가 앙카볼트에 의해 고정설치되는 것을 특징으로 한다.
摘要翻译：本发明涉及一种用于桥梁排除设施的爆炸装载箱。本发明的目的是提供一种用于桥梁排除设备的爆炸装载箱，其能够最小化对设施的损害和短距离的周围生命，并且通过将爆炸物的爆破方向聚焦到一个爆炸物体上来获得具有小爆炸物的最大爆破效果反对爆炸，同时确保爆破安全，当桥梁剔除设施被炸毁以检查敌人的战争进展。用于桥梁排除设施的爆炸装载箱包括：箱体形式的主体，其内部具有中空孔，并且后表面打开; 穿过主体前侧的一个或多个爆炸装载孔; 由从爆炸装载孔向后延伸的分隔板形成的爆炸装载室; 爆炸引导块组装成通过爆炸装载孔与爆炸装载室分离并附接到爆炸装载室，以在炸药爆炸时引导爆炸方向; 安装在爆炸装载孔前侧的锁定装置，用于当爆炸物爆炸时牢固地固定和支撑爆炸引导块; 以及与本体的上侧的主体的内部中空孔连接的填充物入口，用填充物填充主体的内部中空孔。主体通过锚栓安装在桥梁排水设施的表面上。

5. 发明公开

KR1020100128898A 기계화 시스템을 이용한 대구경 천공에 의한 수중 암반 폭파 공법 无效
标题翻译：水下基岩爆破方法
公开(公告)号：KR1020100128898A
公开(公告)日：2010-12-08
申请号：KR1020090047568
申请日：2009-05-29
申请人： 웅진개발 주식회사
发明人： 고한수
IPC分类号： F42D1/08
CPC分类号： F42D3/04 , E21B7/043 , F42D1/00 , F42D1/08 , F42D1/22 , F42D5/00
摘要： PURPOSE: A blasting method for underwater base rock is provided to safely construct regardless of weather and water depth by making a large diameter hole using a mechanization system. CONSTITUTION: A blasting method for underwater base rock is composed of next steps. A bottom part of a case for installing explosive and preventing soil inflow is installed near a rock(8) on the exact position of underwater at a drilling line(1). A drill rod(4) is inserted inside the casing by using a large diameter boring cutter(2). A blast object rock is punched to a requirement depth. The drill rod is completely eliminated from the casing. The explosive is installed in a punching unit through the casing inside. The explosive blasts the rock.
摘要翻译：目的：通过使用机械化系统制造大直径孔，为水下基岩的爆破方法提供安全构建，无论天气和水深如何。构成：水下基岩的爆破方法由下一步组成。用于安装爆炸物和防止土壤流入的壳体的底部安装在岩石（8）附近，位于钻井线（1）处水下的确切位置。通过使用大直径镗刀（2）将钻杆（4）插入壳体内。爆炸物岩被冲压到要求深度。钻杆从壳体中完全消除。爆炸物通过套管内部安装在冲孔单元中。爆炸爆炸了岩石。

6. 发明授权

KR100766099B1 발파현장의 진동 차단을 위한 도화선을 보호하는 단발식 암반 발파공법 失效
标题翻译：爆破基岩的方法
公开(公告)号：KR100766099B1
公开(公告)日：2007-10-17
申请号：KR1020070062024
申请日：2007-06-25
申请人： 조금원 , 김경숙 , 조은정 , 조종은
发明人： 조금원
IPC分类号： F42D3/04 , F42D1/00
CPC分类号： F42D3/04 , F42D1/00 , F42D1/08 , F42D5/045 , F42D5/055
摘要： A single shot type rock bed blasting method of protecting a blasting fuse for intercepting vibration of a blast spot is provided to prevent a surrounding blasting fuse from being damaged by slantly drilling blast holes in a rock bed, thereby preventing explosion power of powder loaded into the blast holes from being transmitted to other blast holes of the surroundings. A single shot type rock bed blasting method of protecting a blasting fuse for intercepting vibration of a blast spot comprises a step of drilling a plurality of blast holes aslant in a rock bed(1) such that the blast holes are inclined to an upward direction of the other side of a free face(1a), a step of loading powder(3) and a blasting cap(4) to which a blasting fuse is connected into the blast holes, a filling step of filling sand, clay, etc. into an upper part of the blasting cap, and a blasting step of independently blasting each of the blast holes to suppress the generation of noise and vibration.
摘要翻译：提供了一种保护爆破保险丝以防止爆炸点振动的单喷式岩床爆破方法，以防止周围的爆破保险丝在岩床上倾斜钻孔时损坏，从而防止粉末载入的爆炸力爆破孔被传送到周围的其他爆破孔。用于保护用于拦截爆炸点的振动的爆破保险丝的单射型岩床喷砂方法包括在岩床（1）中钻出多个喷孔的步骤，使得喷孔向上倾斜自由面（1a）的另一侧，将粉末（3）和爆破帽（4）装入爆破孔中的步骤，将喷砂孔，粘土等填入其中的填充步骤爆破帽的上部，以及独立地喷射每个喷孔的喷砂步骤，以抑制噪声和振动的产生。

7. 发明公开

KR1020140064467A 심발부 코어 라인형 천공장치 有权
标题翻译：用于喷砂中心切割的钻孔装置
公开(公告)号：KR1020140064467A
公开(公告)日：2014-05-28
申请号：KR1020120131845
申请日：2012-11-20
申请人： (주)서동 , 서동산업주
发明人： 김동만
IPC分类号： F42D3/02 , F42D1/00
CPC分类号： F42D1/00 , E21B7/02 , E21D9/006 , F42D3/04
摘要： The present invention relates to a core center-cut drilling device including: a movable vehicle (200); an angle controller (300) disposed on the top surface of the front end of the vehicle (200) to provide a linear propulsive force for the bottom of a linear movement controller (400) and to control the up and down angles of the front end of the linear movement controller (400); the linear movement controller (400) rotatably coupled to the angle controller (300) at the lower end thereof and controlling the linear movement of a drilling part (500); and the drilling part (500) disposed on the top surface of the linear movement controller (400) in such a manner as to be linearly moved to perform tunnel boring along the front end periphery of an open portion. According to the present invention, a charge weight for blasting after the tunnel boring through a core tube can be greatly reduced, and the vibration, noise and fragmented materials caused by the blasting are not transmitted to the outside, thus solving civil appeal problems related thereto. Further, the boring position can be automatically controlled through gravity sensor, angle sensor or moving distance sensor, thus making it possible to reset accurate boring position and enhancing the boring and blasting workability.
摘要翻译：本发明涉及一种核心中心切割钻井装置，包括：移动车辆（200）; 设置在所述车辆（200）的前端的上表面上的角度控制器（300），以向线性运动控制器（400）的底部提供线性推进力，并且控制前端的上下角度的直线运动控制器（400）; 线性运动控制器（400）在其下端可旋转地联接到角度控制器（300）并且控制钻孔部件（500）的线性运动; 以及设置在直线运动控制器（400）的上表面上的钻孔部分（500）以直线移动的方式沿着开口部分的前端周边进行隧道掘进。根据本发明，可以大大减少隧道穿过芯管之后的喷砂装料重量，并且由爆破引起的振动，噪音和碎片物质不会传递到外面，从而解决与之相关的民事诉讼问题。此外，可以通过重力传感器，角度传感器或移动距离传感器自动控制钻孔位置，从而能够重置精确的钻孔位置并提高钻孔和喷砂加工性。

8. 发明授权

KR101319736B1 수중 발파용 구조체 및 이를 이용한 수중 발파 방법 有权
标题翻译：用于水下喷砂和喷砂方法的结构
公开(公告)号：KR101319736B1
公开(公告)日：2013-10-17
申请号：KR1020130098417
申请日：2013-08-20
申请人： 김영근 , 우주식
发明人： 김영근 , 우주식
IPC分类号： F42D3/04 , F42D1/00
CPC分类号： E21B7/1245 , F42D1/00 , F42D3/04
摘要： PURPOSE: An underwater blasting structure and an underwater blasting method using the same are provided to accurately and safely load explosives in holes bored on bedrocks and to prevent the explosives from being remained due to dead pressure. CONSTITUTION: An underwater blasting structure comprises a pipe body (10), upper and lower caps (20A,20B), a loading part (30), and a tamping part (40). The top and the bottom of the pipe body are opened. The upper and lower caps seal the pipe body. The loading part is inserted in the lower part of the pipe body and receives explosives. The tamping part is loaded in the upper part of the pipe body to cover the loading part. Multiple leaf springs (S) are installed on the outer circumference of the lower cap. A sleeve is installed in the outside of the leaf springs.
摘要翻译：目的：提供一种水下爆破结构和使用其的水下爆破方法，以准确，安全地将爆炸物装载在基岩钻孔中，防止爆炸物因死压而残留。构成：水下喷砂结构包括管体（10），上下盖（20A，20B），装载部分（30）和捣固部分（40）。管体的顶部和底部打开。上盖和下盖密封管体。装载部分插入管体的下部并接收炸药。捣固部分装载在管体的上部，以覆盖装载部分。多个板簧（S）安装在下盖的外圆周上。套管安装在板簧的外侧。

9. 发明公开

KR20100052381A Arrangement of holes for cutting core part during tunnel construction in accordance with parallel hole cut method 无效
标题翻译：根据平行孔切割方法在隧道施工期间切割核心部分的孔的布置
公开(公告)号：KR20100052381A
公开(公告)日：2010-05-19
申请号：KR20090026726
申请日：2009-03-30
申请人： KIM JOON MO
发明人： KIM JOON MO
IPC分类号： F42D1/00 , F42D3/04
CPC分类号： F42D1/00 , E21D9/006 , F42D3/04 , F42D5/045
摘要： PURPOSE: A blasting hole disposition structure for the tunnel blasting by a horizontal blasting method is provided to reduce to dig a tunnel by reducing the necessary ventilation time. CONSTITUTION: A blasting hole disposition structure for the tunnel blasting by a horizontal blasting method comprises three smooth blasting holes(110), two first blasting holes, and a plurality of around blasting holes(120-160). The three smooth blasting holes are each other separated and located on the center of a central cut. A first blasting hole is respectively located between the three smooth blasting holes. The around blasting hole is arranged on the circumference of the smooth blasting and the first blasting hole. The hole which can connect the three smooth blasting holes is blasted by blasting the first blasting hole.
摘要翻译：目的：通过水平爆破方式对隧道爆破的爆破孔布置结构进行了设计，减少了通风时间，减少了隧道的挖掘。构成：通过水平喷砂方法进行隧道爆破的爆破孔配置结构包括三个光滑的爆破孔（110），两个第一爆破孔和多个周围的爆破孔（120-160）。三个光滑的爆破孔彼此分开并位于中央切口的中心。第一个爆破孔分别位于三个光滑的爆破孔之间。周围的爆破孔布置在光滑喷砂的周边和第一个爆破孔上。通过爆破第一个爆破孔可以连接三个光滑的爆破孔的孔。

10. 发明授权

KR1019970007384B1 분착식 다단 발파공법 失效
标题翻译：挖掘工作面的方法
公开(公告)号：KR1019970007384B1
公开(公告)日：1997-05-08
申请号：KR1019940016874
申请日：1994-07-13
申请人： 에스케이건설 주식회사
发明人： 김명규 , 윤영재
IPC分类号： E21D9/06
CPC分类号： F42D1/00 , E21C37/16 , E21D9/006 , F42D3/04
摘要： To reduce the punching time and the explosive usage by a excavation unit M3 and also to increase the blast efficiency, according to the excavating conditions, to one direction selected from among either up, down or left, right directions, a certain number of angle punches are given, and the horizontal punch of the maximum punches as capable of being punched in the area of the surface of the mine where v holes made by the above angle punch are formed is implemented.
摘要翻译：为了减少挖掘单元M3的冲压时间和爆炸性使用量，并且还根据挖掘条件将喷砂效率提高到从上，下或左，右方向选择的一个方向，一定数量的角冲头并且能够形成能够在由上述角冲头形成的v孔的矿山表面的区域中冲压的最大冲头的水平冲头。

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