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The analysis and test results show that the concentration of stresses at the end of fillet welds between the tensile anchor plate and the tensile anchor tube is obvious, and the maximum principal tensile stress occurs in the stress concentration region.

结果表明,锚拉板与锚拉筒之间的连接焊缝下端部应力集中明显,最大主拉应力出现在该区域;在设计疲劳荷载作用下,该结构关键构造细节处均未发现疲劳裂纹,结构疲劳性能满足设计要求。

And we thought once or twice our anchor had come home; upon which our master order'd out the sheet anchor; so that we rode with two anchors a-head, and the cables veered out to the better end.

有一两次,我们以为脱了船锚,因此,船长下令放下备用大锚。这样,我们在船头下了两个锚,并把锚索放到最长的限度。

By noon the sea went very high indeed, and our ship rid forecastle in, shipped several seas, and we thought once or twice our anchor had come home; upon which our master ordered out the sheet anchor; so that we rode with two anchors ahead, and the cables verged out to the better end.

我们的船头和前甲板好几次被海浪吞没。有一、两次,我们以为放下的锚已经不行了,因此,船长下令放下备用的锚。这样,我们为了停泊在船头下了两个锚,并把缆索下放到最合适的程度。

By application of three—dimensional failure modes to excavation engineerings, designing methods of sheet pile with anchor slabs and I—steel piles with lining planks are proposed respectively; by combination energy safety factor with three—dimensional failure mode, the designing methods about retaining piles supporting pit slopes、pit slopes reinforced by anchor—nail compouding system and slurry trench excavation for construction of diaphragm also are given out.

本文把主、被动状态下土体的三维破坏模式应用于基坑支护工程中,分别提出了锚碇式板桩墙和工字钢桩衬板墙的设计方法;把主动状态下土体的三维破坏模式和能量安全系数法结合在一起,也分别提出了护坡桩支护基坑边坡、强锚弱钉加固基坑边坡和地下连续墙施工中的泥浆槽壁等的设计方法。

Based on the theoretical and testing reseaches on the concrete anticrack property of the Qi-Nen-Bridage box beam web under the partical partical of the prestressing large tonage anchorage, this paper points out that the concrete crack resistance of the web does not meet the code.

本文对齐嫩桥连续预应力混凝土箱梁腹板在大吨位锚头作用下的混凝土局部承压抗裂性的设计进行试验研究、验证工作,指出了腹板在锚下混凝土局压抗裂性能与理论分析的一致性,证明了原设计的抗裂度不能满足规范要求,为保证工程的可靠性提供了修改设计的依据

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。

Three stopes with different spans (8m , 16m, 24m ) were selected for the purpose of stress study with epoxylite model . The distributions of roof stress under the condition of 1×0.8m support grid compared with unsupporting , and that of roof bolting patterns of 0.8×0.8m, 1×0.8m, 1.6×0.8m were also investigated . Finallg , the authors evaluate the practical effects of roof ?

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。

When yielding zone of soil around each anchor superposes highly, anchorage capacity of each anchor could not be increased effectively with increasing number of anchors. Moreover, according to the numerical results of triple anchors ranked in a line, the anchorage capacity of the middle anchor is greater than those of the others result from shearing dilation during anchors pulled out.

在土壤降伏范围高度重叠下,增加地锚支数无法有效提高地锚之锚碇力;本研究更进一步地由三支线型排列的地锚分析中发现,因紧砂受剪膨胀之因素,致使中间地锚之锚碇力有大於外围地锚锚碇力之现象。

A ring of fabricated steel round bar to be fitted at the lower end of the chain pipe for cheating protection and smooth running of cables.

在锚链管下端应安装有由圆钢制成的环用以保护锚链,使其光滑运行,同时在锚链管上应提供钢制的盖子。

The rope attached to the climber's waist is clipped to the anchor, from which it runs to another person who is anchored below, paying out rope—but also positioned to catch the climber with the rope, should a fall occur.

系在攀岩者腰部的绳索另一头夹在锚上,通过这个锚和锚位置下的人连接,下降时就是如此。

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