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outer shaft
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  “outer shaft”译为未确定词的双语例句
     Based on the in-situ measurement of temperature during freezing sinking,the influence of the temperature field of ice wall on that of outer shaft wall was studied. The basic rules of the temperature varying were obtained.
     通过对龙固副井冻结凿井期间外壁与冻结壁温度的现场实测,研究了冻结壁温度场对外壁水化热温度场的影响,获得了特厚冲积层冻结凿井期间外壁及冻结壁温度变化的基本规律.
短句来源
     Study of freeze sinking period concrete strain of outer shaft wall of Longgu Coal Mine auxiliary shaft
     龙固副井冻结凿井期外壁混凝土应变的实测研究
短句来源
     A new type outer shaft wall structure shape of high strength reinforced concrete precast arch board shaft wall in frozen shaft was put forward,and its mechanics behavior was studied by model test of raw materials.
     提出一种新型的冻结井高强混凝土预制弧板外层井壁结构形式,通过原材料强度模型试验,研究了其力学形态和极限承载力.
短句来源
     Study indicates that, the new type shaft wall structure shape can work under full loading after assemblage in shaft, and it has great loading capability and good mechanics characteristics. It applied to outer shaft wall supporting in frozen shaft in deep alluvium which deeper than 400 m.
     研究表明,该种新型井壁结构形式具有在井下装配后即可满负荷工作,承载能力大、受力特性好等优点,适用于400m以上深厚表土层冻结井外层井壁支护.
短句来源
     Firstly, the force mechanics of inner and outer shaft lining, the stress condition of inner and outer concrete are analyzed, then the corrected coefficient of concrete strength is presented by the theory of complex stress condition, by the corrected coefficient of concrete strength, the corrected calculation formula of thickness and ultimate bearing capacity of the shaft lining are presented.
     在理论方面,分析了冻结井筒内、外层高强钢筋混凝土井壁的受力机理及其内、外缘应力状态,由复杂应力状态下的混凝土强度理论得出井壁结构中混凝土的强度修正系数,并对井壁的设计计算方法进行了修正,得到了修正后的冻结井筒双层高强钢筋混凝土井壁的厚度和承载力计算公式;
短句来源
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  相似匹配句对
     Blind Shaft
     盲井
短句来源
     Shaft of Minibus
     微型汽车主动圆锥齿轮轴断裂分析
短句来源
     from.outer universe
     来自外星球——五十铃雅仕(AXION)
短句来源
     The Outer Beach
     远滩
短句来源
     Shearing stress distribution of outer shaft wall in drainage settlement coal field
     疏水沉降矿区井壁外侧剪应力分布
短句来源
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  outer shaft
With data from an early twentieth century human skeletal collection, this exploratory study investigates associations between inner cortical and medullary cavity structures and outer shaft and epiphyseal features of a long bone.
      
Thus, the metal between the slots acts as the blades of the impeller, and the slots form passages between the bored interior and outer shaft surface.
      
Note that the outer shaft could be substantially thinner, but we were limited by the dimensions commercially available for high diameter tubes.
      


A double reinforced concrete shaft lining sandwiched with foamed plastic boads was adopted in 4 freezing sinking shafts at Huaibei Coal Mine Administration to eliminate shaft cribs. The design priciple is that the inner shaft lining which calculated base on water pressure is together with outer shaft lining as a permernent support of the shaft. The inner and outer linings were calculated with deformed ' coordination. Polystyrene foamed plastics were sandwiched between the outer shaft...

A double reinforced concrete shaft lining sandwiched with foamed plastic boads was adopted in 4 freezing sinking shafts at Huaibei Coal Mine Administration to eliminate shaft cribs. The design priciple is that the inner shaft lining which calculated base on water pressure is together with outer shaft lining as a permernent support of the shaft. The inner and outer linings were calculated with deformed ' coordination. Polystyrene foamed plastics were sandwiched between the outer shaft lining and shaft -wall. As the thickness of the polystyrene foamed plastics increased, a freezing pressure would decrease. Therefore, it can reduce the thickness of a calculated outer shaft lining, the amount of steel bar, the amount of concrete and the capital cost. The: outer shaft lining was lined by a low section to a low section from top to bottom. When the outer lining reached at a bottom of the design base reck section, the inner shaft lining was lined from bottom to top without to have shaft crib. As for the construction of the inner lining, it was to pour concrete just after the foamed plastic boad set up. This construction operation could reduce a restricted temperature stress from the outer lining to the inner lining. When the shaft lining operation was completed at the shaft mouth and when the freezing shaft wall -was defreezed, a grouting operation would be conducted between the inner and outer linings.

探讨泡沫塑料、钢筋混凝土内外壁及夹层井壁结构和壁座的设计计算方法。

In Yangzhuoyong Lake Hydropower Station, the Surge shaft, a differential structure, is composed of vertical shaft and upper chamber. The excavation of upper chamber was conducted by the methods of bench excavating in layers and common explosion. The temporary concrete lining guard wall method was used in excavating vertical shaft. And The hand raising slip-form construction technique was adopted in the concrete lining for vertical shaft with good quality of construction, saving manpower and timber and shortening...

In Yangzhuoyong Lake Hydropower Station, the Surge shaft, a differential structure, is composed of vertical shaft and upper chamber. The excavation of upper chamber was conducted by the methods of bench excavating in layers and common explosion. The temporary concrete lining guard wall method was used in excavating vertical shaft. And The hand raising slip-form construction technique was adopted in the concrete lining for vertical shaft with good quality of construction, saving manpower and timber and shortening the comstruction period. In the concrete placement of the upper chamber, timber form was used in tile inner shaft wall and composite ateel form was used in the outer shaft wall so that a fine-looking concrete and accurate dimensions had been achieved.

羊湖电站调压井为差动式结构,由竖井和上室组成。上室开挖采用分层梯段开挖和普通爆破方法。竖井开挖采用了临时混凝士衬砌护壁措施。竖井混凝土衬砌采用人工手拉葫芦提升滑模施工工艺,施工质量优良,节省了人力、木材,缩短了工期。上室混凝土浇筑,内井筒采用木模板,外井筒采用组合钢模板,混凝土外观质量好,外形尺寸准确。

Based on the statistic in fracture zone of outer shaft wall in drainage settlement coal field, the paper uses the stress mechanism and mechanics analyses, and constructs the shearing stress distribution model of outer fall shaft wall. It has some real meaning for stress calculating and fractures zone forecasting on shaft wall in drainage settlement coal field.

本文在对疏水沉降矿区井壁破裂部位进行统计的基础上 ,从受力机理和力学原理出发 ,推理了全段井壁外侧剪应力分布的模型。该模型的建立将对疏水沉降矿区井壁的受力计算和井壁破裂预测具有现实的意义。

 
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