探矿工程-岩土钻掘工程
探礦工程-巖土鑽掘工程
탐광공정-암토찬굴공정
EXPLORATION ENGINEERING (DRILLING & TUNNELING)
2013年
12期
28-31
,共4页
毛建设%孙友宏%刘宝昌%薛军%马少明%时元玲
毛建設%孫友宏%劉寶昌%薛軍%馬少明%時元玲
모건설%손우굉%류보창%설군%마소명%시원령
铝合金钻杆%钢接头%过盈量%冷组装
鋁閤金鑽桿%鋼接頭%過盈量%冷組裝
려합금찬간%강접두%과영량%랭조장
aluminum drill pipe%steel tool joint%interference%cold assembling technique
铝合金钻杆具有密度小、比强度高、耐腐蚀性强等优点,但其耐磨性较低。实际使用时,将铝合金钻杆杆体与钢接头组装在一起形成钻杆柱,由钢接头来承受拧卸操作。由于铝合金与钢在弹性模量、热膨胀系数、屈服强度等方面的差异,经常出现连接不可靠的情况。针对饱147 mm ×13 mm的内加厚铝合金钻杆进行过盈量的理论计算,得出满足传递载荷及材料不产生塑性变形的过盈量范围是0.712~1.009 mm。同时对钻杆杆体及钢接头的组装工艺进行介绍。
鋁閤金鑽桿具有密度小、比彊度高、耐腐蝕性彊等優點,但其耐磨性較低。實際使用時,將鋁閤金鑽桿桿體與鋼接頭組裝在一起形成鑽桿柱,由鋼接頭來承受擰卸操作。由于鋁閤金與鋼在彈性模量、熱膨脹繫數、屈服彊度等方麵的差異,經常齣現連接不可靠的情況。針對飽147 mm ×13 mm的內加厚鋁閤金鑽桿進行過盈量的理論計算,得齣滿足傳遞載荷及材料不產生塑性變形的過盈量範圍是0.712~1.009 mm。同時對鑽桿桿體及鋼接頭的組裝工藝進行介紹。
려합금찬간구유밀도소、비강도고、내부식성강등우점,단기내마성교저。실제사용시,장려합금찬간간체여강접두조장재일기형성찬간주,유강접두래승수녕사조작。유우려합금여강재탄성모량、열팽창계수、굴복강도등방면적차이,경상출현련접불가고적정황。침대포147 mm ×13 mm적내가후려합금찬간진행과영량적이론계산,득출만족전체재하급재료불산생소성변형적과영량범위시0.712~1.009 mm。동시대찬간간체급강접두적조장공예진행개소。
Aluminum drill pipe has the advantages of low density, high specific strength and strong corrosion resistance, but the wear resistance is low.In the practical application, the aluminum drill pipe body and steel tool joints are assembled together to form a drill string, the steel tool joints are used to withstand the screwing and unloading operation.Because of the differences of aluminum and steel in the elastic modulus, thermal expansion coefficient and the yield strength, the unre-liable connections often happen.The theoretical calculations of interference are made on aluminum drill pipe with internal upset, which has the diameter of 147mm and wall thickness of 13mm, the interference range should be 0.712~1.009mm to meet transfer load without plastic deformation.The paper also introduces the assembly process of drill rod and steel joint.