pour hole 中文意思是什麼

pour hole 解釋
灌注孔
  • pour : vt 1 注,倒,灌,瀉,噴散(液體、粉粒、光線等);流(血等);傾注;源源不斷地輸送。2 使冒著(槍林...
  • hole : n 1 洞,穴,孔;(衣服等上的)破洞;傷口;漏洞;窩,坑;水流的深凹處,(河道的)緩流窪。2 (獸的...
  1. Pour detergent into the water inlet round hole on the cover of dehydrator, then connect the hose, turn bent faxle handle, waterrom 16 inlets spout to the cleaned part of rotating roller, so, under the function of centrifugal force, the high speed turningrotating roller can completely stir water, therefore achieve thecleanness effect

    :洗滌劑從脫水器蓋子上加水口圓孔加入,接入水管,搖轉曲軸手柄,水就從上,而下於16個出水孔噴射向高速旋轉的滾筒需清潔部位,高速旋轉的滾筒在離心力作用下攪動產生水旋渦,從而達到洗滌效果。
  2. Someone think it must use permeating theory to design, the others think it must use permeating theory to design. the building ministry made out the working standard of the later pressure grouting of pour pile, but it stand at the industry standard, is n ' t enough perfect and comprehensive. in this paper, the author put forward the design principle by analyzing the reasons that affect the bear load ability of the drilling hole pour pile and the principle that improve the bear load ability of single pile by later pressure grouting, put forward th e working technology and requirement of check before acceptance by analyzing and summarizing several models such as the chinese railway 11 office residential high building

    本文通過分析影響鉆孔灌注樁承載力的因素以及鉆孔灌注樁后壓漿提高單樁承載力的機理提出了設計計算的原則;通過中鐵十一局高層住宅樓鉆孔灌注樁低壓力后壓漿工程對6根樁的壓漿對比試驗及鉆探揭露確定了低壓力后壓漿所適用設計理論和方法;確定了低壓力后壓漿的壓漿壓力、壓漿量等參數;經過實驗及經驗總結確定了壓漿材料的選取原則及方法,列出了低壓力后壓漿在不同土層適用的壓漿材料。
  3. The drilling hole pour pile technique has been wide - ranging used in the high buildings " foundation and base of the wide span construction and base of bearing weighty load construction, but the geology conditions that surrounding the pile are differ in thousands of ways, extraordinary, the soil there is small opening and it can be compressed and the bottom of the pile ' s hole there is much more dregs, so many confuse reasons ca n ' t be computed weaken the pile ' s ability of bear load

    鉆孔灌注樁施工技術在高層建築、大跨度、大承載力的基礎工程中得到了廣泛的應用,但是,地層土壤存在孔隙、土壤具有可壓縮性、孔底存在沉渣等許多不可明確計算的因素,使樁的承載力存在不同程度的削弱,實際承載力與設計值有較大出入。
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