水泥擠壓 的英文怎麼說

中文拼音 [shuǐ]
水泥擠壓 英文
cement squeezing
  • : 名詞1 (由兩個氫原子和一個氧原子結合而成的液體) water 2 (河流) river 3 (指江、河、湖、海、洋...
  • : 泥名詞1 (含水的半固體狀的土) mud; mire 2 (像泥的東西) any paste like matter; mashed vegetable...
  • : 動詞1 (人、物緊緊挨在一起; 事情集中在同一時間內) crowd; pack; cram 2 (使勁用身體推開人或物) j...
  • : 壓構詞成分。
  • 水泥 : cement; -lith
  • 擠壓 : cirmp; squeeze; mouthpiece pressing; nobbing; extrusion; squeezing; battering
  1. The characteristics of high pressure gyratory sprayed pumping discusses is presented, which is applicable in wide range of scope and ground layers, convenient for construction, long durability, wide source of materials. mechanism for subgrade strengthening : complex foundation of cement solid and earth between piles was formed by pulsant load of flowing pressure and spraying flow, water wallop, cavitation phenomenon, water wedge effect, extrusion force and air flow agitation etc so as to enhance foundation bearing force and reduce settlement and deformation

    旋噴注漿技術具有適用范圍、適用地層較廣,施工方便,耐久性好,材料廣闊等特點;其加固地基機理主要是通過流動、噴射流的脈動負荷、塊的沖擊力、空穴現象、楔效應、力、氣流攪動等效應形成固結體與樁間土的復合地基,從而提高地基承載力,減少沉降變形。
  2. There are many methods of foundation consolidation for civil engineering, such as soil exchange method, prepress method, dynamic consolidation method, vibrancy rushing method, soil and podsol dense pile method, sand pile, cement - coal - powder and gravel pile method, deep mixing method, high - pressure eject masonry, etc. the dynamic consolidation and deep mixing method ( dmm ) are very common in project construction

    目前國內外地基處理的方法很多,主要的地基處理方法包括:換填法、預法、強夯法、振沖法、土和灰土密樁法、砂樁法、粉煤灰碎石樁法、深層攪拌法以及高噴射注漿法等。其中強夯法和深層攪拌法是工程建設中較常用的加固方法。
  3. Porcelain stone exploited from a mine is changea into brick - form mud block, through the processes of water - ramming, washing, decontaminating, and depositing. then, the mud bolck is treated with water for farther decontaminating, and is twisted with hand or treaded with feet for squeezing air out of the blocks and for distributing water content well in the block

    從礦區採取瓷石,經碓春細,淘洗,除去雜質,沉澱后製成磚狀的塊。然後再用調和塊,去掉渣質,用雙手搓揉,或用腳踩踏,把團中的空氣出來,並使中的分均勻。
  4. The large - scale composite ductile shear zone around laerdun daban is analyzed into three stages including horizontal dispatch, uplift by compression and magrnatic intrusion, and dextral strike - slip ductile shearing, respectively of late early paleozoic to early late paleozoic, late devonian, and permian - triassic ages

    摘要拉爾敦達坂一帶發育的大型復合式韌性剪切帶,經解析分為平拆離、和巖漿侵入隆升、左行走滑韌性剪切三個不同階段,變形時限分別限定在早古生代晚期至晚古生代早期、晚盆世和二疊三疊紀。
  5. The early coaxial progressive depressing makes the forming of tectonic lens in the competent rich - sodic and incompetent rich - mud rocks ; the later nocoaxial progressive shearing makes the tectonic compression fracture into extension fracture in the early tectonic lens, at the same time, the great drop of pressure leads to the hydrofractureing of deep fluid along the fracture in the rich - sodic rocks, and then produces the hydrofracturing breccia

    早期共軸遞進使能幹性的富鈉質巖系與非能幹性的富質巖系發生構造透鏡石香腸化;晚期的非共軸遞進剪切使早期在透鏡體中心形成的構造裂隙由剪性轉化?張性,並?生巨大的力降使深部的流體在富鈉質巖系中沿裂隙發生裂作用,從而形成雙王裂含角礫巖。
  6. The multi - formation of chips often collects into groups and felts on the surface of concrete sawing area or segment, which will make the sawblade easy to be loaded under the extrusion of cement chips and diamond grits

    在粘性粉屑以及金剛石磨粒的作用下,多種形態的切屑易粘結成團,並粘附到混凝土鋸切表面和鋸片節塊上而導致鋸片堵塞。
  7. Results of calculation show that dissipation of excess pore water pressure due to squeezing effect of concrete - cored sand - gravel piles is faster than that of the ordinary cfg piles

    算例表明,成樁后的混凝土芯砂石樁,其土效應產生的超孔隙力的消散,遠快于常用的粉煤灰碎石樁( cfg樁) 。
  8. Building covering. extruded mastic sealing strips for metallic roofing. specifications. test

    屋頂.金屬屋頂用膠粘密封片.規范.試驗
  9. Based on the productive experiment on heihe dam site, during april to august 2002, site experiment was made on gongboxia hpp dam site, bjy - 40 extrusion curb placing machine was determined to be applied into gongboxia project, the batch ratio is : cement 80kg / m3, sand 651kg / m3, small stone 1449kg / m3, and sand ratio 31 %, w / c ratio 1. 31, admixture 3 %

    在生產性試驗的基礎上, 2002年4 8月,在公伯峽面板壩現場進行了邊墻施工各個環節的試驗,通過試驗,確定公伯峽面板壩使用陜工局西安理工大學工程項士學位論文利機械廠研製的bjy 40型混凝土邊墻機進行固坡施工,其混凝土配合比為:80kgb 』 ,砂651kgb3 ,小石1449kgb 』 ,砂率31 ,灰比1
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