多向聚能管公司對于爆破作業安全技術的研究,是從兩個方面去考慮的，一方面是炸和起爆器材以及對其爆炸所造成的破壞作用進行限制的安全技術,這是主動的。另一個方面是對爆破所產生的危害采取的防護措施,這是被動的一個方面。兩者對阻止爆破帶來的破壞性有同樣的重要性,但在具體的爆破工程中,則常常會有變化不定的現象和后果,因此,必須對每一項工程破壞的具體情況作細致的分析研究,從而采取適當的對策。同時，多向聚能管公司雖然(ran)技術不斷(duan)取得進步，須在操(cao)作過程中注意每個工序，按照(zhao)安全(quan)規(gui)(gui)(gui)程認(ren)真作業。只要(yao)嚴(yan)格遵守安全(quan)規(gui)(gui)(gui)程、正(zheng)確地采取安全(quan)技術措施(shi)(shi)和(he)防護措施(shi)(shi),任何(he)規(gui)(gui)(gui)模、任何(he)種類的(de)爆破(po)是(shi)可以確保安全(quan)的(de)。一些安全(quan)規(gui)(gui)(gui)定(ding)的(de)條文是(shi)有經驗教訓和(he)理論(lun)根據的(de)，有的(de)甚至是(shi)血的(de)教訓的(de)總結，所以一定(ding)要(yao)克服麻痹思想，嚴(yan)格執行(xing)安全(quan)規(gui)(gui)(gui)定(ding)，決不能以沒出過事故而(er)輕率地"突破(po)"規(gui)(gui)(gui)定(ding)的(de)"框框"。

我國(guo)于1983年(nian)制定了(le)《水(shui)(shui)工(gong)(gong)建(jian)(jian)筑物(wu)巖(yan)行基(ji)礎(chu)開(kai)挖(wa)工(gong)(gong)程施(shi)工(gong)(gong)技(ji)(ji)術(shu)(shu)規(gui)(gui)(gui)范(fan)》(sD 121l一1983)。自此，在(zai)水(shui)(shui)利(li)水(shui)(shui)電(dian)建(jian)(jian)設(she)中(zhong)預裂(lie)爆破與光(guang)(guang)(guang)(guang)面(mian)(mian)(mian)爆破已(yi)成為必須進(jin)行的(de)(de)(de)保(bao)護邊(bian)(bian)坡(po)質量的(de)(de)(de)爆破開(kai)挖(wa)技(ji)(ji)術(shu)(shu)措施(shi)。此后在(zai)此基(ji)礎(chu)上修訂(ding)的(de)(de)(de)《水(shui)(shui)工(gong)(gong)建(jian)(jian)筑物(wu)巖(yan)石(shi)基(ji)礎(chu)開(kai)挖(wa)工(gong)(gong)程施(shi)工(gong)(gong)技(ji)(ji)術(shu)(shu)規(gui)(gui)(gui)范(fan)》(SL 47一1994)以(yi)及在(zai)《水(shui)(shui)電(dian)水(shui)(shui)利(li)爆破工(gong)(gong)程施(shi)工(gong)(gong)技(ji)(ji)術(shu)(shu)規(gui)(gui)(gui)范(fan)》(DL／T 5135—2001)和(he)(he)《水(shui)(shui)工(gong)(gong)建(jian)(jian)筑物(wu)巖(yan)石(shi)基(ji)礎(chu)開(kai)挖(wa)工(gong)(gong)程施(shi)工(gong)(gong)技(ji)(ji)術(shu)(shu)規(gui)(gui)(gui)范(fan)》(DL／T 5389～2007)中(zhong)預裂(lie)爆破與光(guang)(guang)(guang)(guang)面(mian)(mian)(mian)爆破均被(bei)編入并(bing)有(you)所(suo)改(gai)進(jin)，DL／T 5135—2001正在(zai)修編為DL／T 5135—2012。鐵道部也不(bu)僅規(gui)(gui)(gui)定了(le)凡(fan)是Ⅲ級(ji)以(yi)上的(de)(de)(de)巖(yan)石(shi)邊(bian)(bian)坡(po)，設(she)計邊(bian)(bian)坡(po)坡(po)度為1：0．1～1：0．75，在(zai)邊(bian)(bian)坡(po)部位的(de)(de)(de)爆破設(she)計和(he)(he)施(shi)工(gong)(gong)都應采用光(guang)(guang)(guang)(guang)面(mian)(mian)(mian)爆破或預裂(lie)爆破，并(bing)闡述了(le)光(guang)(guang)(guang)(guang)面(mian)(mian)(mian)(預裂(lie))爆破施(shi)工(gong)(gong)技(ji)(ji)術(shu)(shu)設(she)計的(de)(de)(de)原(yuan)則和(he)(he)參(can)數、安全措施(shi)，而且還明確了(le)路塹(qian)邊(bian)(bian)坡(po)光(guang)(guang)(guang)(guang)面(mian)(mian)(mian)(預裂(lie))爆破項(xiang)目質量驗收檢測數量和(he)(he)檢測方法(fa)。無疑該規(gui)(gui)(gui)程的(de)(de)(de)實施(shi)，有(you)力地推動和(he)(he)促(cu)進(jin)了(le)光(guang)(guang)(guang)(guang)面(mian)(mian)(mian)(預裂(lie))爆破技(ji)(ji)術(shu)(shu)在(zai)鐵路建(jian)(jian)設(she)中(zhong)的(de)(de)(de)應用與發展。

水壓(ya)(ya)光(guang)面(mian)(mian)爆(bao)(bao)破(po)技術(shu)基礎上(shang)發展起(qi)來的一項新技術(shu)，其掏槽眼(yan)、輔助眼(yan)裝藥結(jie)構(gou)和爆(bao)(bao)破(po)方式(shi)與水壓(ya)(ya)光(guang)面(mian)(mian)爆(bao)(bao)破(po)相同，但在周(zhou)邊眼(yan)中(zhong)安(an)裝專(zhuan)用(yong)(yong)(yong)線性(xing)聚能(neng)藥管替代常規(gui)爆(bao)(bao)破(po)藥卷和傳爆(bao)(bao)線，利用(yong)(yong)(yong)線性(xing)聚能(neng)藥管產(chan)生(sheng)的粒子(zi)射(she)流(liu)動能(neng)、高(gao)壓(ya)(ya)爆(bao)(bao)破(po)氣體應(ying)力及(ji)“氣楔”作(zuo)用(yong)(yong)(yong)，形成平(ping)整圓順的開挖輪廓面(mian)(mian)，對控制超欠(qian)挖具(ju)有(you)良好效(xiao)(xiao)果，有(you)效(xiao)(xiao)提升了隧(sui)道施工質量、進度和經濟效(xiao)(xiao)益(yi)。水壓(ya)(ya)光(guang)面(mian)(mian)爆(bao)(bao)破(po)較(jiao)水壓(ya)(ya)光(guang)面(mian)(mian)爆(bao)(bao)破(po)，在周(zhou)邊眼(yan)單(dan)循環(huan)火工品使用(yong)(yong)(yong)量上(shang)節(jie)約(yue)(yue)(yue)費(fei)用(yong)(yong)(yong)8.3%，周(zhou)邊眼(yan)鉆孔數量從39個(ge)下降(jiang)為(wei)23個(ge)費(fei)用(yong)(yong)(yong)節(jie)約(yue)(yue)(yue)41%，混凝土噴射(she)每(mei)延米(mi)(mi)節(jie)約(yue)(yue)(yue)1.37立方米(mi)(mi)。聚能(neng)水壓(ya)(ya)光(guang)面(mian)(mian)爆(bao)(bao)破(po)比水壓(ya)(ya)光(guang)面(mian)(mian)爆(bao)(bao)破(po)每(mei)循環(huan)節(jie)約(yue)(yue)(yue)費(fei)用(yong)(yong)(yong)258.4元，即(ji)每(mei)延米(mi)(mi)節(jie)約(yue)(yue)(yue)76較(jiao)元，節(jie)約(yue)(yue)(yue)費(fei)用(yong)(yong)(yong)比例達32%。此外，聚能(neng)水壓(ya)(ya)光(guang)面(mian)(mian)爆(bao)(bao)破(po)能(neng)有(you)效(xiao)(xiao)降(jiang)低隧(sui)道內(nei)石(shi)渣塊(kuai)度和粉塵含量，還(huan)可使通(tong)風時間(jian)有(you)效(xiao)(xiao)縮(suo)短33%。

的(de)(de)(de)軍(jun)(jun)事(shi)應(ying)(ying)用(yong)(yong)：聚能(neng)(neng)爆(bao)破(po)(po)(po)技(ji)術(shu)(shu)，早在(zai)二次世界大(da)戰期(qi)間就在(zai)軍(jun)(jun)事(shi)方面廣泛應(ying)(ying)用(yong)(yong)。國(guo)內在(zai)聚能(neng)(neng)破(po)(po)(po)甲技(ji)術(shu)(shu)如大(da)錐(zhui)(zhui)角(jiao)反(fan)艦導(dao)彈(dan)戰斗部和大(da)錐(zhui)(zhui)角(jiao)反(fan)坦克(ke)地(di)雷以及(ji)敏感彈(dan)戰斗部等方面取(qu)得了較(jiao)為(wei)快速(su)的(de)(de)(de)發(fa)展，我國(guo)20世紀60年(nian)代(dai)打破(po)(po)(po)國(guo)外(wai)技(ji)術(shu)(shu)封鎖獨立自主(zhu)研(yan)(yan)發(fa)成(cheng)功原(yuan)子(zi)彈(dan)就是(shi)得力于(yu)聚能(neng)(neng)爆(bao)破(po)(po)(po)技(ji)術(shu)(shu)轟擊核裝置而引爆(bao)原(yuan)子(zi)彈(dan)。的(de)(de)(de)民爆(bao)應(ying)(ying)用(yong)(yong)——切槽(cao)爆(bao)破(po)(po)(po)技(ji)術(shu)(shu)：聚能(neng)(neng)爆(bao)破(po)(po)(po)用(yong)(yong)于(yu)工(gong)程建設也是(shi)20世紀60年(nian)代(dai)開(kai)始的(de)(de)(de)，首先(xian)是(shi)瑞(rui)典的(de)(de)(de)U﹒Langefors提出孔壁(bi)切槽(cao)爆(bao)破(po)(po)(po)利(li)用(yong)(yong)槽(cao)口應(ying)(ying)力集中(zhong)定向開(kai)裂的(de)(de)(de)設想，后經W﹒L﹒Fourney驗(yan)證是(shi)有效的(de)(de)(de)。70年(nian)代(dai)國(guo)外(wai)廣泛研(yan)(yan)究(jiu)和應(ying)(ying)用(yong)(yong)了切槽(cao)爆(bao)破(po)(po)(po)技(ji)術(shu)(shu)。