灌漿帷幕 的英文怎麼說

中文拼音 [guànjiāngwéimù]
灌漿帷幕 英文
grout curtain
  • 灌 : Ⅰ動詞1 （輸水澆土） irrigate 2 （倒進去; 注入） pour in; fill 3 （飲酒; 勉強他人飲酒） drink wine...
  • 漿 : 漿同「糨」
  • 帷 : 名詞（帳子） curtain
  • 幕 : 名詞1 （覆蓋用的布、綢、氈子等; 帳篷） covering cloth silk or felt; tent 2 （掛著的簾子） curtain...
  • 灌漿 : 1 （澆灌灰漿） [建築] grout; grout in; grouting; grouting up; [采礦工程] injection2 [植物學] （穀...
  • 帷幕 : parocheth; paroket; heavy curtain; drapery
  1. Special situation treatment and deep hole purdah grouting engineering technology in zipingpu water - control project

    紫坪鋪水利樞紐工程深孔帷幕灌漿及特殊情況處理
  2. It is suggested that the impervious wall combined with curtain grouting should be taken as the main vertical impervious body for seepage control, and that the full use of slope wash and fully weathered zone as horizontal impervious blanket should be taken to reduce work load for seepage control

    建議採取截滲墻結合帷幕灌漿作垂直防滲體為主的防滲措施，同時充分利用坡積土和全風化帶作為水平防滲鋪蓋以減少防滲處理工作量。
  3. The cutoff wall near the dam axis, the consolidation grouting and the curtain grouting for the foundation, and the high pressure jet - grouted cutoff wall at the toe of the dam form a vertical anti - seepage system for the dam foundation

    大壩軸線附近的防滲墻、基巖固結和帷幕灌漿，以及上游壩腳處的高壓擺噴防滲墻，在壩基構成了垂直防滲體系。
  4. A brief introduction is given to the treatment of the zeya dam foundation, principles of seepage control and design of the concrete face rockfill dam of the zeya reservoir. as for the excavation of the sand - gravel zones, except the toe slab and its 1 / 9 bottom width down stream, the alluvial layers are excavated to the micro - weathered rocks, while the other sections remain unexcavated. regarding to the treatment of the fracture zones, concrete filling is used for the toe slabs and semi - permeable materials are used for other section. according to the construction characteristics, a filter is placed in the down stream embankment foot. to improve the integrity of the dam foundation and anti - seepage capability consolidation grouting and curtain grouting are adopted. as a result safety, economic benefit, convenience in construction and good performace are achieved

    簡要論述澤雅水庫面板堆石壩壩基處理和防滲的原則及設計要點.趾板基礎和堆石體各區砂礫石基礎開挖，除趾板與其下游1 / 9底寬范圍以及壩腳挖除沖積層至弱風化（局部微風化）基巖外，其餘部分均予以保留.斷層破碎帶處理，趾板部位採用混凝土塞，其它部位採用半透水料置換，並根據本工程特點在下游壩腳加設了反濾層.為提高壩基的整體性和防滲性能，對趾板進行了固結和帷幕灌漿.達到了安全、經濟、便於施工的目的，運行情況良好，可為面板堆石壩的設計和研究提供參考與借鑒
  5. 8. when using the index of the rock mass integrity, the index of the grouted rock mass integrity has raised one rank according to the theory and stand raised by this article. 9. when grouting gallery of depth - curtain, lining and consolidation grouting to full - face of the gallery is necessary to meet the needs of the grouting pressure

    8 、在利用巖體完整性指數評價高壓帷幕灌漿效果時，採用本課題提出的「八級分檔kv值與定性劃分巖體完整程度對應關系表」 ，灌漿后的巖體完整程度較灌前均提高了一個等級。
  6. Its dam foundation grout curtain and backfilling technologies are advanced

    在大壩基礎工程帷幕灌漿、回填技術上處同行之首。
  7. Power intake dam section foundation impervious curtain grouting in the dachaoshan hydropower plant

    大朝山水電站進水口壩段壩基防滲帷幕灌漿施工
  8. Design and construction of dam foundation impervious curtain grouting for dachaoshan hydropower station

    大朝山水電站大壩基礎防滲帷幕灌漿設計與施工
  9. Boring, grouting and finally forming an impervious curtain in the rock mass with cracks, that is one of the most popular methods of the foundation seepage control at hydraulic and hydroelectric engineering

    採用鉆孔水泥灌漿封堵巖體中的縫隙而形成阻水帷幕，達到減少滲漏量和降低滲透壓力的目的，是水利水電工程基礎處理的重要手段之一。
  10. Gin is the abbreviation for grouting intensity number. it is showed by the product of the final grouting pressure p ( unit : mpa ) on the grouting section and the grouting volume v ( unit : l / m ) on every one meter of the grouting section, which means the energy consumed on every one meter of grouting section. according to gin method, if during the grouting construction, same energy is consumed on every grouting section, i. e. gin keeps to be a constant, an approximately uniform impervious curtain can be obtained

    Gin （ groutingintensitynumber ）即灌漿強度值，它用灌漿孔段上最終的灌漿壓力p （ mpa ）和單位灌漿段長度漿液灌注量v （ l / m ）的乘積表示，其含義為單位灌漿段上消耗的能量， gin法灌漿認為在灌漿施工中，保持各灌漿孔段上消耗一致的能量，即保持gin為常數，便可形成一道大致均勻的防滲帷幕。
  11. The distance of the single - row curtain grout hole is between 1. 4 to 1. 8 meter, and 2. 0 meter is suitable for the double - row curtain ; the grouting pressure generally is 1. 0 to 1. 5 mpa at the first three grout compartment, then grouting pressure of under the fourth control in 4 to 5 mpa ; for mast grout compartments, a water - cement ratio of 2 or 1 may used in the first grouting

    鉆孔密度也由原來的0 . slm / mz降至o . 64n擴mz ，節約工程投資447 . 35萬元。 6 、單排帷幕的孔距在1 . 4一1 . 8m之間，雙排帷幕的孔距以zm為宜;灌漿壓力在地表以下前三段一般為1一1 . smpa ，第四段以下按4一smpa控制;對大部分孔段而言，開灌水灰比可定為2或1 。
  12. By integrating with the engineering practice of curtain grouting on the right abutment of houhe reservoir and on the basis of field tests, researches were conducted on the establishment of grouting parameters and gins, mix proportion of stable mortar as well as finishing standard of different gins under certain geological condition. and after checking the grouting effects, comparison was made between gin grouting and the traditional grouting technique

    本課題結合后河水庫右壩肩帷幕灌漿的工程實踐，通過現場試驗研究，就gin法灌漿在特定地質條件下灌漿參數及gin值的確定，穩定漿液的配方，不同gin值的灌漿結束標準等進行了試驗研究，並在對其灌漿效果加以檢查的基礎上，與傳統灌漿工藝進行了對比分析。
  13. According to the geological conditions of baise project, erosive bands and joint fissures, f6 fault and grout curtain are fully simulated to establish 3d numerical model of the dam and its foundation. 3d non - linear fem is used to analyze the stress and strain and to appraise the operation state of both the dam and it ' s foundation under different operation conditions. by overloading the upstream water level and reducing rock strength parameter, the dam foundation ' s degradation process is simulated and the damage pattern and paths are determined, and finally the safety factor is determined

    2 、根據百色的地形地質條件，充分模擬了蝕變帶、節理裂隙、 f6斷層、灌漿帷幕等，較為真實地建立了壩體與地基相互作用的整體三維數值模型；採用有限元法對壩體及壩基在不同工況下的應力應變狀態開展分析，評價各工況下壩基的運行狀態；而後採用超載法和綜合法對大壩穩定性進行分析，模擬壩基的漸進性破壞過程，從而得到壩基在超載和強度下降過程中的破壞模式和破壞發展路徑，最終確定壩基超載安全系數和綜合安全系數。
  14. During the grouting, an automatic recording system for grouting is used, with which the grouting quality is effectively controlled

    壩基帷幕灌漿使用灌漿自動記錄系統，對灌漿的質量實現了有效的控制。
  15. Complicated hydrologic and geographic conditions, and the large scale of the xiaolangdi hydraulic project on the yellow river are introduced briefly. three desilting tunnels are designed to meet the requirements of flood control, sediment discharge and runoff regulation. according to the performance requirements of desilting tunnels, the tunnel lining down - stream of the grouting curtain is designed to be post - tensional prestressed lining. on the basis of investigation and research, experiements and analysis, the unbonded prestressing system is used. it is the largest unbonded prestressed tunnel lining project in the world, and the first one in china

    簡介黃河小浪底水利樞紐復雜的水文、地質條件以及龐大的工程規模.該樞紐設計有3條排沙洞，擔負著泄洪、排沙、調節徑流和保證進水口不被泥沙淤堵的任務.根據排沙洞的水庫運用要求，灌漿帷幕下游排沙洞洞身段設計為混凝土后張預應力隧洞.通過大量的調研、試驗、分析論證，在施工前確定該預應力方案選用無粘結預應力系統，成為目前世界上規模最大的無粘結預應力隧洞襯砌工程，在國內尚屬首例
  16. Inclined genesis of deep curtain grout hole and disposal methods

    深孔帷幕灌漿孔斜成因與處理
  17. However, the geologic structure of the carstic formation is complicated and the design, construction, quality testing method of the high - pressure grouting is developing rapidly. we have engaged lots of experiments and studies in xiangshuiriver reservoir on this subject. one of the purposes subject is to guide the design, construction of the curtain grouting in the xiangshuiriver reservoir and optimize the grouting design, the other is to be a reference example for other similar engineering

    但由於巖溶地質條件的復雜性，且高壓灌漿作為一項技術和工藝，在設計、施工、質量檢驗及效果評價等方面，仍然處在不斷發展的過程中，正是基於以上兩個方面的考慮，本課題結合響水河水庫高壓帷幕灌漿工程進行了大規模的試驗研究，一方面指導帷幕灌漿的設計與施工，達到優化設計方案的目的；另一方面對試驗資料進行分析研究，以期對同類工程有所助益。
  18. 5. there are 979. 32 meter long to the curtain of the xiangshuiriver reservoir include 879. 32 meter " s long double row curtain ( about 92 percent ) in the original design. by optimizing the design according to the grouting test, the double row curtain was cut down to 245. 66 meter length ( 25 per cent of them ), the density of the bore hole have from 0. 81m / m2 reduced to 0. 64m / m2. total save 4. 47 million rmb cost of the project

    5 、在總長為979 . 32m長的帷幕段中，初設批復方案的雙排帷幕總長為879 . 32m ，占帷幕總長的92 % ，根據灌漿試驗研究成果優化設計后，雙排帷幕長度減少至245 . 「 m ，僅占帷幕總長度的25 % 。
  19. The packing gland for the conventional high - pressure grouting is modified to be adaptable to the low - pressure curtain grouting ; by which the application area of the grouting method is enlarged along with improved grouting quality and shortened construction period

    摘要通過對常規孔口封閉灌漿法的孔口封閉器進行改造，使孔口封閉灌漿法也適應于低壓帷幕灌裝工程，從而擴大了其適用范圍，提高了工程質量，縮短了工程工期。
  20. Construction and quality control of curtain grouting in foundation of dam for dalong water control project

    大隆水利樞紐壩基帷幕灌漿施工與質量控制
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