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粘结型
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  sticking type
     Numerical Simulation and Prediction for Sticking Type Breakout Behavior in Slab Contiuous Casting
     板坯连铸粘结型漏钢过程模拟及预报
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     On the numerical simulation of sticking type breakout process and the breakout related wall temperature evolution, parameters of prediction were suggested.
     通过对粘结型漏钢过程的模拟和拉漏时结晶器温度场的分析,提出了对粘结型拉漏进行预报的预测参数
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  “粘结型”译为未确定词的双语例句
     Numerical Analysis on Deformation and Stress in Homogeneous Rock Slope Reinforced with Wholly Grouted Anchor Bar
     全长粘结型锚杆加固岩石边坡应力与变形特性数值分析
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     The characteristic and processing and application of the CR-244 adhesive type polychloroprene
     国产CR-244粘结型氯丁橡胶性能及加工应用
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     An Anisotropic Elastic Analysis of the Full-Column Binding Rock Bolting under Axisymmetrical Conditions
     轴对称条件下弹性岩石中全长粘结型锚杆支护的各向异性分析
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     Study on the Mechanical Properties of Cross-linked Composite Modified Double-base Propellant with Low Signal
     壳体粘结型低特征信号固体推进剂力学性能研究
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     Analytical and Experimental Study on Adhesive Anchors
     粘结型锚杆锚固理论与试验研究
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  相似匹配句对
     (2)C shape;
     C ;
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     (3)D shape.
     D
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     PHYSICAL PROPERTY AND LITHOFACIES OF B-TYPE ADHESIVE FLUX FOR AUTOMATIC SUBMERGED-ARC WELDING
     B粘结焊剂的物性测试和岩相分析
短句来源
     A THEORETICAL ANALYSIS OF THE FORCES EXERTED ON THE FULL-COLUMN ROCK BOLTS
     全长粘结锚杆杆体的受力分析
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     LEAK STOPPAGE BY USE OF ADHESIVES
     粘结粘结堵漏
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By analyzing the applied force upon the body of full-column cemented bolts, whicoh have been adopted in circular openings under the pressure equal in two directions, the authors theoretically deal with the calculation of supporting parameters for full-column cemented bolts used in homogeneous wallrocks, as a result, calculation formulas for length, diameter and spacing of bolts are given. The authors also point out the factors which should be taken into acount when determining the supporting parameters.

本文根据全长粘结型锚杆杆体受力分析结果,以二向等压下的圆形井巷为条件,对均质围岩中全长粘结型锚杆支护参数的计算方法进行了理论探讨,给出了锚杆的长度、直径、间距(圆形井巷为环向两相邻锚杆间的夹角)和排距的计算公式,并指出确定此类型锚杆支护参数时所应考虑的因素。

In this paper, the forces exerted on the full-column cemented rock bolts in elastic and plastic wallrocks are studied under the axisymmetric conditions. The Formulas are given for calculating shear stresses exerted on the Surface of the bolts, axial pulling force and the radius of the neutral point. These theoretical results are concordant with photoelastic experimental results from the model experiments of the rock bolting of an underground work. According to the formulas, the support parameters of the mortar-grouted...

In this paper, the forces exerted on the full-column cemented rock bolts in elastic and plastic wallrocks are studied under the axisymmetric conditions. The Formulas are given for calculating shear stresses exerted on the Surface of the bolts, axial pulling force and the radius of the neutral point. These theoretical results are concordant with photoelastic experimental results from the model experiments of the rock bolting of an underground work. According to the formulas, the support parameters of the mortar-grouted bolting of an underground work is verified.

本文以二向等压下的圆形巷道为条件,分析了弹性围岩和塑性区围岩内全长粘结型锚杆杆体的受力规律,给出了杆体表面剪应力、杆体轴力和中性点处半径的计算公式,得到了与井巷锚杆支护光弹性模型实验相同的杆体受力规律。根据所给出的计算公式,对一个砂浆锚杆支护实例进行了支护参数校核。

Formulas for calculating stress and displacement of wallrocks under the full-column cemented rock boliting and axisymmetric conditions are given in this paper, and the worked out results are analysed and discussed as well.

本文将文献〔4〕所得围岩作用于全长粘结型锚杆的剪力均分于锚杆微段的围岩体积内,并假设原岩应力处于二向等压条件下,推导出圆形井巷在全长粘结型锚杆支护后围岩中应力和位移的表达式,然后对所得结果进行了分析讨论。

 
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