沉管法施工 的英文怎麼說

中文拼音 [chénguǎnshīgōng]
沉管法施工 英文
sinking pipeline method
  • : Ⅰ動詞1 (沉沒; 墜落) sink 2 (沉下 多指抽象事物) keep down; lower 3 [方言] (停止) rest Ⅱ形容...
  • : Ⅰ名詞1 (管子) pipe; tube 2 (吹奏的樂器) wind musical instrument 3 (形狀似管的電器件) valve;...
  • : 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...
  • : Ⅰ動詞1 (實行; 施展) execute; carry out 2 (給予) exert; impose 3 (施捨) give; hand out; best...
  • : 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 ...
  • 施工 : be in the process of construction; be under construction; build; construction
  1. With the development of the technology to build tunnels with sunken tubes in china, more and more subaquatic tumiels are built with sunken tubes and construction of the tubes in dry - docks is one of the important factors for building subaquatic tunnels with sunken tubes

    摘要隨著我國修建隧道技術的發展,越來越多的水下隧道採用沉管法施工,而干塢是隧道修建的重要因素之一。
  2. Taking the measure of uncorking on the steel tube and filling water before sand filling, the installation process of sand compaction piles is optimized, the installation parameters and testing rate under the near shore condition are confirmed, and the control and testing methods for the piles ' quality are summarized

    採取樁壁開孔、先灌水后灌砂的方,優化了水上擠密砂樁的藝;給出了在近岸無掩護、水流急的條件下的參數和檢驗比率,總結了樁定位、高程式控制制、灌砂率等參數的控制措和檢驗方
  3. In order to achieve the optimized tunneling approach, first, tunneling procedures, shift length, horizontal jet grouting length, bench length and space length between c and d part of crd method are optimized ; on the basis of these results, two kinds of tunneling schemes are calculated with three - dimensional fem and the optimized tunneling scheme is achieved. as results of the optimized scheme, the conclusion is made that the gas pipe above the tunnel of sk3 + 355 section is secure. the calculation results are verified through comparison of numerical simulation results and site - monitoring measurement data

    為得出適合本段程的最佳路線,利用大型有限元通用軟體ansys對開挖順序、開挖進尺、水平旋噴長度、臺階長度及crd的c 、 d部相錯長度進行了有限元數值模擬和優化分析,並利用這些分析結果,進行了兩個方案的三維有限元動態模擬,得出了較優的方案,並利用后的地表降槽曲線,對sk3 + 355斷面處隧道上方的煤氣線的安全性進行了分析,得出了利用此方案不會造成此處煤氣線破壞的結論。
  4. With practical instances, this paper introduces construction technology and matters needing attention of repeated - stroked vibrating driven cast - in - place pile

    摘要文章結合程實例介紹復打振動灌注樁的藝及注意事項。
  5. Some means of ground treatment are discussed. all kinds of ground treatment methods are analysed. they are the deeping pile, prestressed tubular piles, diving casing cast - in - place pile, which are often used in shao xing. some problems about design and constrction are proposed

    另外,對紹興城區常用的各種地基形式如:水泥攪拌樁、灌注樁等進行了分析,提出了在設計和中應注意的問題。
  6. Construction of flat tunnel of large span at extra - shallow depth must be conducted on the principle that advance grouting should be strictly performed before excavation and length of pull at one time should be short, together with reinforced support, immediate closing and constant monitoring and surveying. that preceding pilot tunnels, large - volume excavation divided into small ones, excavation of flank before that of center, upper before lower, arch before wall etc is a good method which could effectively reduce surface subsidence and its adverse effect on adjacent buildings, in addition, some other measures are also taken to lessen blast - induced vibration in the ground and surrounding structures. in a word, all means and steps mentioned above have already proved effective and practicable in practice

    軟弱大跨超淺埋扁平隧道必須按「超前,嚴注漿,多分部、短開挖、強支護、快封閉,勤量測」的原則進行,採用「眼鏡超前,化大為小,先側后中,先上後下,先拱后墻」的控制地表降和對周邊建築物的影響;採用「多分部,化大為小,短進尺,密布眼,弱裝藥,設減振槽」 ,控制爆破振動,經過實踐證明,這些方都是行之有效的。
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