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The method of actuation is identical to that described above for central actuarial except that in this case the actuator rods push directly on to the dodder plate as shown at.

作用的方式和上述中心作用的情况相同,不同的是顶出杆直接顶在顶料板上如 b 所示。

On the condition of "many-head" and "small drive ratio",the plane double enveloping hourglass worm can not settle the problem of undercutting and sharpening simultaneously.It has devoted to a new type hourglass worm_sphere double enveloping hourglass worm.

考虑到平面二次包络环面蜗杆传动在多头小传动比条件下根切与齿顶变尖的矛盾很难同时解决且啮合性能较差,介绍了一种新型环面蜗杆传动——球面二次包络环面蜗杆传动。

Correct, the demolition of the gas valve is the gas valve from the spare machine work location, the body upperend in the jaws of a pair of pliers-bed of one side, the seat of the valve body with M8X 25 hexalobular heicobacter of hexalobular head alignment valve set's center position, hupensis the other side of the top in the jaw, to increase the contact area on the screw to prevent bursting valve set, at the same time makes it easy to remove.

气阀正确的,拆卸方法是,把气阀从机器工作位置拆下来,将阀体的一头放在钳台的钳口一边,阀体的阀座边用M8X 25内六角螺杆的内六角头对准阀套的中间位置,螺的另一边顶在钳口上,目的是增加螺杆的接触面积,防止顶破阀套,同时便于取出卡簧。

Correct, the demolition of the gas valve is the gas valve from the spare machine work location, the body upperend in the jaws of a pair of pliers-bed of one side, the seat of the valve body with M8X25 hexalobular rationl hexalobular head alignment of valve set's center position, hupensis the other side of the top in the jaw, to increase the contact area on the screw to prevent bursting valve set, at the same time makes it easy to remove.

气阀正确的,拆卸方法是,把气阀从机器工作位置拆下来,将阀体的一头放在钳台的钳口一边,阀体的阀座边用M8X25内六角螺杆的内六角头对准阀套的中间位置,螺的另一边顶在钳口上,目的是增加螺杆的接触面积,防止顶破阀套,同时便于取出卡簧。

The latest constructing machine and the newest technology were adopted to ensure that the borehole is perpendicular to the rock face of roof and that the depth of borehole and the torsional moment of the anchoring bolt meet the design requirement.

采用最新锚杆施工机具及工艺,保证钻孔垂直于顶板岩面,孔深及锚杆扭矩满足新型机械锚杆的设计要求。

The test results obtained accor- dingly are presented in this paper .Three stopes with different spans (8m , 16m, 24m ) were selected for the purpose of stress study with epoxylite model .

采用环氧树脂模型研究了三种不同跨度(8米、16米、24米)采场,在支护网度为1×0.8米~2及无锚杆护顶时顶板应力分布状况,同时也研了在相同条件下,锚杆支护网度为0.8×0.8米~2、1.6×0.8米~2时顶板应力分布状况,从而阐明了锚杆支护的实际效果。

The deformation compatible equation based on the catenary cable element is derived in chapter 2, and corresponding program is made to solve the accurate distribution of the prestress for cable dome. During the solving, two-nodes bar elements and catenary elements are adopted for the struts and cables of structure respectively. As the cable dome is a kinematically indeterminate system, its solving process is also derived in detail and the equations, which are based on large distortion, are adopted to solve the problem.

第二章推导了基于悬链线解析解的索单元变形协调方程式,并编制了相应计算程序对索穹顶结构精确的预应力分布进行求解,结构分析时压杆采用两节点直线杆单元,索采用悬链线索单元;考虑到索穹顶结构属于动不定结构体系,文中还对动不定体系的求解过程进行了详细的推导,同时采用建立在大变形基础上的变形协调方程来求解结构体系的有限机构位移。

Supporting the 8 inner stay bar with the top frame on around of the tower body as the same horizontal position, press the master chord of the tower body tightly, work in the tower head part of the climbing frame and adjust the vertical angle less than 4/1000 of the tower body.

7.4.7 将 8 根内撑杆支撑在与最上面一个框架位于同一水平的塔身四周,适当顶紧塔身主弦,配合爬升框架上的顶块调整塔身的垂直度至 4/1000 以内,然后,适当顶紧上面两框架的顶块,锁住顶块螺母。

A software for aided designing bolt of tunnel named ANSYSBOLT was designed on the basis of ANSYS finite element software. In the software environment, bolt supporting model of physical tunnel in tectonic stress field was structured according to physical parameters of coal and rock seam of some working face, and in conditions of different buried depth, bolt supporting structure and pre-tightening force, distributions of stress of surrounding rock of physical tunnel and its displacement were analyzed and calculated by ANSYSBOLT software. Then influence of different buried depth, bolt supporting structure and pre-tightening force on stability of roof and floor of tunnel was analyzed and finally feasible scheme of bolt supporting was gotten according to the analysis result.

在ANSYS大型有限元软件基础上开发了巷道锚杆辅助设计软件ANSYSBOLT;在该软件环境下,根据某工作面煤岩层的物理参数,建立了构造应力场条件下的实体巷道锚杆支护模型,并按照不同的埋藏深度、锚杆支护结构和预紧力条件,经软件分析计算,得出了实体巷道围岩应力及位移分布情况,进而分析了不同埋藏深度、锚杆支护和预紧力条件对巷道顶底板稳定性的影响,最终根据分析结果得出了可行的锚杆支护方案。

On the basis of designing and constructing the anchor man pole- anchor man unites supporting, observing the transmutation of tunnel via installing the monitor and analyzing the dates, educe the conclusion that bolting support in depth high stress is a valid method, give the accordingly economic and reasonable support parameter and put forward the support countermeasure for mining tunnel with high stress at depth.

本文通过对1091-2工作面风运道采用锚杆-锚索联合支护的形式的设计、施工并通过安设监测仪器进行顶底板变形、两帮变形及锚杆受力等数据观测和分析,得出在林西矿业公司深部高应区回采巷道采用锚杆支护是行之有效的支护方式,给出了林西矿业公司锚杆支护安全经济合理的支护参数,并提出深部高应力回采巷道的支护对策。

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