灌漿工法 的英文怎麼說

中文拼音 [guànjiānggōng]
灌漿工法 英文
grout
  • : 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」
  • : Ⅰ名詞1 (工人和工人階級) worker; workman; the working class 2 (工作; 生產勞動) work; labour 3 ...
  • : Ⅰ名詞1 (由國家制定或認可的行為規則的總稱) law 2 (方法; 方式) way; method; mode; means 3 (標...
  • 灌漿 : 1 (澆灌灰漿) [建築] grout; grout in; grouting; grouting up; [采礦工程] injection2 [植物學] (穀...
  1. Gin grouting technique is a new grouting technique which overcomes the shortcomings of the traditional grouting methods and is now being popularized internationally

    Gin漿技術正是克服了傳統漿藝的種種弊端,目前正在國際上推廣的一項新的漿技術。
  2. 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 )即漿強度值,它用漿孔段上最終的漿壓力p ( mpa )和單位漿段長度漿注量v ( l / m )的乘積表示,其含義為單位漿段上消耗的能量, gin漿認為在漿中,保持各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。
  3. Fabrication of the box beam is divided into such parts as reinforcement, formwork, concreting, prestressing, moving and storing of beam, pipe grouting under pressure, end sealing of the beam, water - proof layer on the bridge surface system, protective coating etc. the paper makes description of effective box beam construction technology and workmanship which can be adopted in other projects, such technologies as : manufacturing and fixing of reinforcement, steel reinforcement fixing baseplate, web plate and top plate respectively and lifting the steel skeleton into form, requirements of design and manufacturing and way of utilization for dismantling - erection type formwork and hydraulic formwork, optimization of concrete ratio, concrete pouring process of two ends of beam in priority over the middle, in sequence of first baseplate followed by web plate and top plate at last, concrete pouring in inclined section and in horizontal layer, concrete vibration mainly by external vibrator in assistance with internal vibrator, methods and regulation for steam curing of concrete, dual controls over stress and strain to ensure quality of prestressing workmanship, construction method of effective beam moving by heavy - weight special moving facility, some regulations and key notes about construction of grouting under pressure, beam ends sealing, water - proof layer on the bridge surface system, protective coating

    箱梁製造由鋼筋程、模板程、混凝土程、預應力程、移存梁程、孔道壓漿程、梁體封端程、橋面防水層和保護層程等施環節組成。文中介紹的採用胎具製作和綁扎鋼筋,分底腹板和頂板分別綁扎並吊裝鋼筋骨架入模;拆裝式和液壓式兩種模板的設計、製作要求和使用方;綜合考慮、優化混凝土配合比,混凝土注從兩端至中間、先底板、后腹板、再頂板的施順序和斜向分段、腹板水平分層、附著式振搗為主、插入式搗固為輔的施藝,蒸汽養護的方和規定;應力應變雙控制確保預應力施質量的施技術;採用重物移運器有效移梁的施;壓漿、封端、橋面防水層和保護層施的一些規定和注意事項等都是對箱梁製造行之有效的施技術和施,並可為以後類似施作借鑒。
  4. Line meter ( m ) and grout take ( t ) method were taken successively for measurement of grouting quantity in china

    我國漿程的程量主要採用漿孔進尺(延長米, m )和漿注入量( t )兩種方計量。
  5. From the research the main conclusions are as follows : ( 1 ) set forth the research conclusion at present and its development in detail about vibroflotation process and high - pressure sprinkling grouting technology

    主要作和結論如下: ( 1 )全面回顧闡述了振沖及高壓噴射漿技術的研究現狀及發展。
  6. Based on the studies of the studies of predecessors, the successful practice of the application of these technologies is of the xiacouba reservoir project. in the xiacouba reservoir project, these two constructions methods are used to increase the stability of the dam and control the seepage. in this paper a systematical research have be carried out in several aspects of these technologies, such as the plan of dam reinforcement, the effectiveness of seepage controlling

    論文正是在的人研究的基礎上,結合下口壩水庫程,應用土石壩加固技術中的振沖及高壓噴射漿對大壩進行了加固處理,對大壩除險加固方案、施技術、加固效果等方面進行了較系統的分析研究。
  7. In this section the author analyses the rules of the pile ultimate tip resistance and the shaft friction resistance distribution and their exertion of cast - in - place socketed piles instrumented with strainometers in soft muddy rock. the second aspect of the paper is the analysis on the current rock pile vertical bearing capacity in the four standards gb50007 - 2002, tb 10002. 5 - 99, jtj024 - 85 and jgj94 - 94, then the design method with correlated formula of socketed piles in xigeda - mudstone is given. at the end of this paper, based on the research of pressure grouting technique in recent years, and combined with in - site test result, this paper puts forward the design and calculation method to grouted pile in xigeda - mudstone and the principle of choosing grouting parameters, which provid es experiences for applying this technique and further studying

    本論文結合省級科研項目「西攀高速公路昔格達組泥巖層中鉆孔樁提高承載力的研究」 ,所做的研究作主要在以下三個方面:一是根據8根樁身內埋設量測元件試樁的單樁豎向靜載荷試驗資料,分析了各試驗樁特別是常規沖孔注嵌巖樁在昔格達泥巖中的軸向力、側摩阻和樁端阻力的分佈和發揮規律;二是在討論現行規范對嵌巖樁承載力的計算公式的基礎上,探討了在昔格達泥巖層中的沖孔注嵌巖樁的側摩阻和端阻的計算方,並推薦了相應的計算公式;最後,在吸取近年來對注樁后注漿技術研究成果的基礎上,結合現場試驗研究結果,分析了該項技術在昔格達巖層中的應用效果,提出了相應的參數選取,從而為壓力漿技術的程應用和進一步研究提供經驗,並為今後在該地層中合理選用樁型以及指導施提供了依據。
  8. This paper presents a new synthesized statistical method for acoustic detection data processing based on the contrast to and statistic & analysis on a great deal of data of acoustic detection, elastic modulus and tunnel operation conditions, which has been applied in many hydropower projects

    為此,通過對大量聲波、彈模數據和程運行情況進行對比、統計和分析,總結出了一種針對隧洞高壓固結漿效果的多種聲波檢測綜合數據統計方,並已用於多個水電項目中。
  9. 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漿程實踐,通過現場試驗研究,就gin漿在特定地質條件下漿參數及gin值的確定,穩定漿液的配方,不同gin值的漿結束標準等進行了試驗研究,並在對其漿效果加以檢查的基礎上,與傳統漿藝進行了對比分析。
  10. The grouting is the most useful method of the ground treatment, specially to deal with the rock foundation of the dam. because of the concealment, complexity and importance of the grouting project. the grouting test must be done to determine the grouting parameter, such as the grouting technology, the grouting material, etc

    漿是基礎處理的常用方,尤其是建立在巖石基礎上的大壩的基礎處理,由於漿程的隱蔽性、復雜性和重要性,通常需要進行漿試驗來確定漿藝、漿材等漿參數,而漿試驗由於其復雜性、試驗數量的限制等因素難以為漿提供全面有效、真實的漿信息。
  11. The results of this research show that gin grouting, compared with the traditional grouting technique, is a kind of grouting method which can save materials, simplify techniques, increase working efficient and make the foundation or curtain uniform, dense and durable. meanwhile, in gin grouting, it is more suitable to use computers to automatically monitor the grouting procedure, thus to reduce artificial influences and increase grouting quality

    本試驗研究成果表明gin漿與傳統漿藝相比是一種節省材料、簡化藝,可提高效並使基礎或幕體均勻緻密且耐久,同時更適用於計算機自動監控漿過程、減少人為因素影響,提高漿質量的漿
  12. 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、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;採用有限元對壩體及壩基在不同況下的應力應變狀態開展分析,評價各況下壩基的運行狀態;而後採用超載和綜合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。
  13. In the paper, according to the basical theory of the grouting, the mechanics of the rock mass and the elasticity mechanics, the model of the grouting simulation and compution has been built, and the available arithmetic of the simulation and compution has been already established, and the computing program which were used to simulate and compute thegrouting engineering has been setup. in the paper, an available method of simulating and computing the grouting engineering has been supported from the model to the arithmetic, then to the compution program

    本論文依據漿理論、巖體力學和理論力學的基本理論,建立了漿模擬計算的基本模型,確立了一套可行的計算演算,開發了模擬計算的計算程序,為漿程的計算機模擬計算提供了從模型到演算再到計算程序的一種確實可行的計算方,對漿模擬計算的理論進行了初步的研究。
  14. 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注樁承載力的因素以及鉆孔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注樁低壓力后壓漿程對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;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,列出了低壓力后壓漿在不同土層適用的壓漿材料。
  15. The results of this research provide experience and data for application and spread of gin grouting technique and reference for further spreading gin grouting technique in similar projects. it also contributes to promote modernized management of grouting projects, reduce grouting costs and increase grouting quality

    可供在類似程中進一步推廣gin漿技術提供參考,為促進漿程的現代化管理、降低漿成本,提高漿程質量做出貢獻。
  16. According to several engineering examples, this paper has probed and contrasted quantitatively the effect of chemical grouting. based on longyang canyon and lijia canyon, the author has concluded that chemical grouting attained satisfactory effect on strengthening fault so long as choose suitable grout ratio. based on wanjiazhai engineering ^ the author has assayed the cause that the effect was n ' t reasonable, that has the order before grouting and quantity during grouting etc. therefore, some reasonable proposals have been tabled in relations to the grouting methods and quantity methods

    針對龍羊峽、李家峽兩個程實例的對比研究得到結論,只要選擇合適的漿液配比,化學漿對斷層破碎帶的加固是可以取得令人滿意的效果的;針對萬家寨程的研究,對其效果不理想的情況,分析了其出現的原因主要可能是由於其漿前處理進行的順序及施質量等,進而對以後的漿、施等做一些合理化建議。
  17. As an important way of foundation treatment, grouting is one of the key technical measures to increase foundation bearing capacity and integrity, thus to enhance impermeability in the construction of hydroelectric projects. and the traditional grouting methods and techniques have many shortcomings

    在水利水電程建設中,漿作為基礎處理的重要方,是提高地基的承載力和整體性,增加抗滲能力的關鍵技術措施之一,而常規漿藝存在較多的缺點。
  18. This paper summarizes the grouting technologies and construction techniques used for high grout - consuming strata, big - leakage passage, strata with high - pressure water, and karst strata

    對大吸漿量地層、特大漏水通道、正在冒水的堵水、承壓水條件下、巖溶地段等特殊地層的漿和施藝進行了總結。
  19. Abstract : connected with the practical project, the paper tries to discussthe problem of anchor bolt setting in large - scale power equipment ' s foundation such as fan and electromotor used in removing dust project, analyzes the feasibility of a new grouting method in pre - setting hole and puts forward its popularization value in other projects

    文摘:結合實際程,討論了在除塵程中風機、電機等大型動力設備基礎地腳螺栓埋設的問題,分析了一種新型的預留孔漿的可行性,並提出了其在其它程中的推廣價值。
  20. The application of the construction method of post grouting for cast - in - place pile of high building of the soft clay foundation

    注樁后注漿在軟土地基高層建築中的應用
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