撐擋 的英文怎麼說

中文拼音 [chēngdǎng]
撐擋 英文
spreader
  • 撐 : Ⅰ動詞1 （抵住; 托住） prop up; support 2 （用篙使船行進） push or move with a pole 3 （支持） mai...
  • 擋 : 擋Ⅰ動詞1 （攔住; 抵擋） keep off; ward off; block; resist 2 （遮蔽） cover; block; get in the way...
  1. Casement stays for aluminium alloy window

    鋁合金窗撐擋
  2. Soil - retaining & supporting and earthworks

    二、擋土支撐及土方工程。
  3. The torque motor received dc current signals from the electric control and applies torque to the single - piece armature and flapper which is supported on a torsion flexure

    力矩馬達接收來自電氣控制器的直流電信號並將力矩施於由轉矩撓曲支撐的整體式電樞及擋板。 ？
  4. Method 2 : look for center points within the pitchfork

    方法二：圍繞魚叉中心點是否據有支撐或阻擋的能量。
  5. The high guard ( sometimes called the " high wing " ) is a deflection. the supporting hand is used to check. the attack is generally to the head or neck

    高防勢（有時也叫高翼勢）是一個斜架的姿勢，支撐手用來阻擋。用來防護對頭和頸部的攻擊。
  6. Axle guard stay

    車軸護擋撐條
  7. Temporary shoring has being installed for the construction of retaining wall no. 44 near cheung sha

    鄰近於長沙繼續安裝臨時撐柱為配合在該處興建擋土墻編號44
  8. 3 front posts are provided for rails, runs, and hinges

    前部支撐板可安裝擋板、導軌、合頁。
  9. Structural use of timber - recommendations for the calculation basis for span tables - purlins supporting sheeting or decking

    建築用木材.第7部分:以指距表為計算基準的推薦標準.第7節:檁條支撐擋板或蓋板
  10. Fork spaver : for lifting the pallets not having any space for forks on to the beam

    叉車撐擋：用語將沒有放入托盤的、無拔叉插入間隙的物體放置到橫樑上。
  11. Telescopic stay for doors and lids. rh and lh application

    門和上蓋用伸縮撐擋。左右門均適用。
  12. 30 loose studs to be tightened up

    30隻已松的撐擋復緊。
  13. For wide lids with 2 cover stays you have the possibility to release the 2 stops, by applying 2 eyelets connected by a steel wire. dimensions x and y determine the opening angle

    對于有兩個撐擋的寬上蓋，用戶可利用兩個鋼絲連接的眼圈來釋放兩個固定位。尺寸x和y決定開啟角度。
  14. The formula of the maximum lateral deformation has been proposed for tie - back wall when the anchors are embedded in unmoving soils or in rocks. this work has enlarged the application field of the previous deformation formula. examples from engineering practice prove that the values calculated with above formulas can meet the need of the pit engineering

    將上面的變形計算公式做了推廣，提出了錨撐擋墻最大側向位移的預測公式（錨桿錨固不可移動的土層或巖石中） ，工程實例表明，利用該式預測的變形值可以滿足工程的需要。
  15. Wan chai tai fat hau footbridge provides an intriguing display of art. made up of 30, 000 citizens fingerprints, the sticker pictures on the 50 poles of the footbridge, designed by famous artists and lay out " 50 landscapes of wan chai ", are now in line for inclusion in guinness world records primetime. the footbridge gallery is located at the junction of hennessy road and queen s road east

    它的前半部建於一個平臺上，由數枝高10至12尺的石柱支撐，後半部則座落在一塊巨石上，惟現時該巨石為外墻所擋，不易見到；樓頂及墻壁的上半部，則繪有龍鳳于雲間飛騰的壁畫以及蓮花圖案。
  16. The low cost track, which consists of the traditional wide - sleeper tack, ballast bed with rubber bits and the elastic packing material between sleepers, is a new type with three - dimensional elasitic support

    摘要介紹以傳統的寬枕軌道框架、碎橡膠道床、枕端無遮擋彈性定位和枕間彈性材料密封裝配成的，具有三維彈性支撐的碎橡膠道床軌道。
  17. In order to calculate the wall ' s lateral displacement, several diagrams have been cited from a f. e. m results. the main factors have been accounted in these diagrams as below : the wall stiffness, the strut stifmess, the width of pit, the elastic modulus of soil, the depth of the underlying hard layer, the strut preloads and the factors of safety against basal heave

    為了計算擋墻的側向變形，本文引用一個有限元程序計算得出的圖表結果。這些結果考慮到了以下主要因素：擋墻剛度、支撐剛度、基坑的開挖寬度、土體的變形模量、坑底以下硬土層的位置、給支撐施加的預壓力的大小、抗隆起安全系數等。
  18. Through these studies and analysis, following conclusions could be drawn : ( 1 ) it is necessary to study on harness engineering of landslide and dangerous rock since the main representations of this geological hazard are landslide and dangerous rock through geological investigation ; ( 2 ) it can be concluded though stability analysis that the dingzhuang landslide is stable naturally, which is identical to the in - situ investigation ; ( 3 ) through stability analysis, the landslide would slide if the water level dropped down from 175. 10m to 156. 0m and it rained successively after the three gorges reservoir work. ( 4 ) according to the results of calculation and the characteristic of the landslide, it is suggested that such measures as unloading at upper part, anchorage and pile supporting system and drainage system should be used on the landslide. ( 5 ) according to geological investigation, there are three kinds of dangerous rock in the engineering, those are failing - down rock, collapsing rock and sliding rock

    因此有必要對滑坡進行治理； （ 4 ）根據滑坡推力計算結果和本滑坡屬牽引式滑坡的特點，滑坡體上部相對較穩定，中下部處于基本穩定或不穩定狀態，因此建議此滑坡治理採用上部削坡減載與錨拉抗滑樁、擋墻進行支擋結合的處理方法，同時結合截排水等措施進行綜合治理； （ 5 ）根據地勘資料，通過對危巖體的形態、規模、基座和底界層及分佈特點和分析，將本工程危巖體失穩崩塌的方式歸納為墜落式、傾倒式和滑塌式三種類型並分別提出相應的穩定性計算方法； （ 6 ）分別對本工程中的危巖體進行了穩定性計算，並且發現其都處于不穩定狀態，因此根據實際情況分別提出相應襯砌支撐和清理等加固治理措施，最後還對加固后的危巖體進行了校核計算，滿足要求。
  19. Some formulas have been put forward from the analysis with the combinations to engineering practice if the excavation is not too fast : 1 ) several formulas to calculate the relationships between the maximum lateral deformation and the corresponding parameters ; 2 ) a formula to predict the maximum lateral deformation ; 3 ) two optimizing formulas of the stiffness aimed for the wall and the strut system for deformation control ; 4 ) a dominant strength formula for strengthened soil under the bottom

    結合工程實踐（在基坑開挖不是太快的情況）分析並提出了一些公式： 1 ）各參數對擋墻變形影響的效應公式； 2 ）基坑在正常開挖情況下的擋墻最大側向變形的計算公式； 3 ）由變形控制所確定的內支撐擋墻與支撐自身的剛度優化公式； 4 ）加固土體的強度控制公式。
  20. 2. the lateral deformation of the diaphragm wall in clays has been analyzed for braced - cut during excavation

    有針對性地對粘性土中的內支撐擋墻的側向變形進行了研究。
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