1) rock anchor beam
岩锚梁
1.
Temperature stress control measures for rock anchor beam in the underground powerhouse of the Three Gorges Project;
三峡电站地下厂房岩锚梁温度应力控制措施探讨
2.
In the excavation of underground workshop′s rock anchor beam for the Bailianhe Hydropower Station,the zoning and stepping excavation to protect area was used according to the characteristics of the geological structure.
在白莲河抽水蓄能电站地下厂房岩锚梁开挖施工过程中,针对节理、裂隙较发育且地质构造复杂的特点,采用预留保护层分区、分步开挖方法,通过调整爆破参数和施工方法进行了多种方案的现场试验,确定了优化的开挖方案和爆破参数,获得了较好的岩台质量。
3.
In excavation of underground workshop s rock anchor beam for Lashiwa Hydropower Station,the zoning and stepping excavation was used to protect area.
在拉西瓦水电站地下厂房岩锚梁开挖施工过程中,采用预留保护层分区、分步开挖方法,通过调整光爆孔的方向、间距等,进行了多种方案的现场试验,确定了优化的开挖方案和爆破参数,并对开挖后的爆破破坏范围进行了声波测试,岩台质量满足设计要求。
2) anchoring rock beam
岩锚梁
1.
Study on optimization of blasting parameters of anchoring rock beam in the underground workshop of baise hydroelectric station;
百色水电站地下厂房岩锚梁爆破参数优化研究
2.
The optimum model for blasting parameters of anchoring rock beam was established and its blasting parameters were optimized through a strong mapped function of the neural network technology with the typical samples of other practical smooth blasting parameters.
选择具有代表性的实际光面爆破设计参数为样本,确定炸药类型、岩体裂隙发育程度、孔径、孔深、线装药密度、最小抵抗线、间距为影响岩锚梁爆破开挖效果的主要因素,利用神经网络强大的非线性映射能力,建立岩锚梁爆破参数优化模型,进行岩锚梁爆破参数优化设计。
3) rock-anchored beam
岩锚梁
1.
Through the test of rock-anchored beam concrete vibration induced by blasting of the main workshop and its adjacent pressure diversion tunnels,attenuation coefficient of seismic wave and factors coefficient are acquired by the method of regression analysis according to Sadaovsky empirical formula,and the empirical formula of seismic wave are obtained.
通过测试邻近压力引水隧洞和主厂房爆破开挖对岩锚梁混凝土的影响,根据萨道夫斯基经验公式,采用回归分析方法计算出爆破地震波衰减系数α和因素系数K,得到地下洞室爆破地震波传播衰减经验公式。
2.
After the completion of excavation of the 6th layer of the underground powerhouse,the longitudinal cracks appeared in the concrete upper surface of the rock-anchored beam.
地下厂房第六层开挖结束后,岩锚梁混凝土上表面出现纵向裂缝,测缝计监测结果显示岩锚梁裂缝部位两处的下部开合度数据大于上部值,不符合一般规律。
5) rock bolt crane girder
岩锚吊车梁
1.
Three dimensional stability analysis of the effect caused by wheel load of a rock bolt crane girder;
岩锚吊车梁轮压作用下的三维稳定性分析
2.
Three dimensional finite element numerical analysis of the effect caused by wheel loading of rock bolt crane girder;
岩锚吊车梁轮压效应的三维有限元数值分析
3.
The rock bolt crane girder is an advanced structure which has played and will play continuously important roles in the construction of hydropower plant in China.
水电站地下厂房岩锚吊车梁是一种先进的结构形式 ,已在我国水电工程建设中发挥了重要作用 ,并且还将会发挥越来越重要的作用。
6) rock-bolt crane girder
岩锚吊车梁
1.
The fine FEM analysis for rock-bolt crane girder in underground powerhouse;
水电站地下厂房岩锚吊车梁稳定性分析剖析
2.
Study on calculating method for rock-bolt crane girder design;
岩锚吊车梁设计计算方法研究
3.
The geological defects and over-excavation of underground powerhouse have an bad impact on the rock-bolt crane girder in bolt axial force,beam deformation and the interface of the rock-bolt crane girder and the rock wall.
地下厂房的地质缺陷和超挖往往对岩锚梁的锚杆受力、梁体变形以及岩锚梁与岩壁的结合面产生不良影响,本文对三板溪水电站岩锚吊车梁施工过程中的缺陷成因和处理措施进行了研究,最后对岩壁整体超挖时对锚杆拉力和岩壁抗滑稳定系数的影响进行了敏感性分析。
补充资料：师彦（梁台州瑞岩院）《宋高僧传》卷第十三
【师彦（梁台州瑞岩院）《宋高僧传》卷第十三】
释师彦。姓许氏。闽越人也。早悟羁縻忽求拔俗。循乎戒检俄欲观方。见岩头禅师领会无疑。初乐杜默似不能言者。后为所知敦喻允请住台州瑞岩山院。时道怤往参问。答对响捷。怤公神伏。后二众同居。彦之威德凛若严霜。紏正僧尼无容舛悟。故江表言御众翦齐者。瑞岩为最。尝有三僧。胡形清峭目睛转若流电焉。差肩并足致体。彦问曰。子从何来。曰天竺来何时发。曰朝行适至。彦曰。得无劳乎。曰为法忘劳。乃谛视之足皆不蹈地。彦令入堂上位安置。明旦忽焉不见云是辟支迦果人。然莫知阶级。时有不测人入法会非止一过。彦参学时号为小彦长老。两浙武肃王钱氏累召方肯来仪。终苦辞去。寺仓常满。尝有村媪来参礼。彦曰。汝休拜跪。不如疾归家救取数十百物命大有利益。媪匆忙到舍。儿妇提竹器拾田螺正归。媪接取放诸水濆。又数家召斋。一一同日见彦来食。至终阇维。有巨蛇缘树杪。投身火聚。当乎薪尽舍利散飞。或风动草木上纷纷而坠神异绝繁。具如别录。
释师彦。姓许氏。闽越人也。早悟羁縻忽求拔俗。循乎戒检俄欲观方。见岩头禅师领会无疑。初乐杜默似不能言者。后为所知敦喻允请住台州瑞岩山院。时道怤往参问。答对响捷。怤公神伏。后二众同居。彦之威德凛若严霜。紏正僧尼无容舛悟。故江表言御众翦齐者。瑞岩为最。尝有三僧。胡形清峭目睛转若流电焉。差肩并足致体。彦问曰。子从何来。曰天竺来何时发。曰朝行适至。彦曰。得无劳乎。曰为法忘劳。乃谛视之足皆不蹈地。彦令入堂上位安置。明旦忽焉不见云是辟支迦果人。然莫知阶级。时有不测人入法会非止一过。彦参学时号为小彦长老。两浙武肃王钱氏累召方肯来仪。终苦辞去。寺仓常满。尝有村媪来参礼。彦曰。汝休拜跪。不如疾归家救取数十百物命大有利益。媪匆忙到舍。儿妇提竹器拾田螺正归。媪接取放诸水濆。又数家召斋。一一同日见彦来食。至终阇维。有巨蛇缘树杪。投身火聚。当乎薪尽舍利散飞。或风动草木上纷纷而坠神异绝繁。具如别录。
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