管墩 的英文怎麼說

中文拼音 [guǎndūn]
管墩 英文
pipe pier
  • : 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. (土堆) mound 2. (墩子) a block of stone or wood Ⅱ量詞(用於叢生的或幾棵合在一起的植物) cluster
  1. The stress status of concrete at face of sluice pier in the case of cold wave, pipe cooling and cast - in - place partial sluice pier and so on

    研究了寒潮、水冷卻、整澆部分墻體等情況下閘表面混凝土應力分佈狀況。
  2. And results are : ( 1 ) analyze the force and distortion on pipeline under collapse and gulch in theory. on the base of beam deformation, analyze the bending moment and deformation of pipeline with frusta and without frusta. calculate a true problem, contrast the differences between pipeline with frusta and one without frusta, draw some conclusions

    得到的主要結果為: ( 1 )基於彈性地基理論和彈性梁的撓曲線理論,給出了道在固定(相當跨越河溝情況)和無固定(相當坍塌和沖溝情況)的變形微分方程,並分析了當量軸力為拉力或壓力時道的變形和受力情況。
  3. Reliability assessment of xi - luo - du underground water - power plant : the results have been used by the cheng - du surveying, design and research institute for the preliminary design ; ( 2 ) the stress and strain analysis for the xiao - guan - zi sluice and its foundation : the report has been applied for the reinforcement of the foundation ; ( 3 ) the thermal control procedure for the no. 7 - 14 power plant dam segments of the three gorge project : the research report provides the effective and efficient methods for the controlling of the temperature field in the mass concrete structure ; ( 4 ) the software system development for the long - term monitoring for dikes : the software can automatically give the results of the seepage field and the probability of soil piping of dikes and underground ; ( 5 ) reliability assessment of xiang - jia - ba underground water - power plant : the results have been used by the zhong - nan surveying, design and research institute for the preliminary design ; ( 6 ) fatigue reliability estimation of shipping berthing pillar : the results give the optimized design scheme and prediction of the structural age ; ( 7 ) 3 - d static and dynamic stochastic finite element analysis for the strength, stability and thermal control problem for xi - luo - du project

    溪洛渡水電站超大型地下洞室群圍巖穩定的安全可靠性分析:被成都勘測設計研究院應用於比選報告及可行性論證中; ( 2 )小關子水電站攔河閘壩及地基的應力應變分析:被成都勘測設計研究院應用於地基加固處理方案; ( 3 )三峽廠房7 # - 14 #壩段溫控並縫措施研究:為廠房壩段並縫方案的可行性提供了依據; ( 4 )堤防工程體系的長期監控預報預警決策系統開發:為監控、預測預報堤防滲漏涌破壞提供分析軟體; ( 5 )向家壩地下洞室群圍巖穩定的安全可靠性分析:被中南勘測設計研究院應用於初步設計方案中; ( 6 )靠船的疲勞可靠度研究:為廣東航運規劃設計院的靠船優化設計和加固提供依據; ( 7 )溪洛渡高拱壩壩體壩基(壩肩)強度和穩定的三維靜動力隨機有限元分析及可靠度計算:為溪洛渡重大工程壩體的靜動力安全穩定性及溫控方案提供依據。
  4. The thought only flashed across my mind. unexpectedly, several months later, the management office chopped down this big tree, leaving only a short stump

    這個念頭雖一閃即過,但沒想到幾個月後,這棵大樹忽然被理者砍倒了,光禿禿的只剩下一點樹
  5. I never forget it because my mother auctually called my gorgeous sister " chubby

    我永世難忘,因為我媽媽真的我的美女妹妹叫「胖
  6. In which, it gives inquiring of the construction of deep - water foundations and the usage of floating crane. the construction program of bridge pier foundation will be fixed according to the water depth. if the water depth is less than 4m, pier foundation will adopt the method of building island by earth filling ; if the water depth is more than 4m and there is over burden at river bed, at the same time, it has sufficient bearing capacity to load steel pipe pile, the steel pipe pile platform will be adopted

    其中,對深水基礎的施工及浮吊的使用進行了探討,根據水深確定橋基礎的施工方法,對水深不超過四米的橋基礎,採用填土築島的方法:對水深大於四米,河床有覆蓋層,且能保證鋼樁具有足夠的承載力的橋,採用鋼樁平臺;對主河道上河床沒有覆蓋層,鋼樁無法插打的橋,採用浮式平臺。
  7. Specification for design of pipe supports and pipe pier in chemical and petrochemical industry

    化工石油化工管墩設計規定
  8. Based on the urgent need that pier protective device primarily designed needed to be tested its crashworthiness by the impact of ship in multi - situation, etc in multi - angle and multi - water, the writer analyzed the critical elements that affect the simulation of the collision between ship and pier protective device, and found the feasible way to deal with the conflict between calculation efficiency and precision. using this method and employing ansys / ls - dyna program, which is the universal nonlinear dynamic analysis software, a head - on collision between ship and pier protective device designed for guanzhou river bridge is simulated and presented, the simulation of time history course of full - scale mini - collision between ship and pier protective device was taken into reality with a spot of elements ( less than 21000 ) and scanty time ( 9 hours on p4 pc )

    本文在前人研究的基礎之上,結合船橋碰撞實例,對碰撞計算機模擬模擬的關鍵技術進行了研究,在效率與精度的矛盾中找到平衡,對一艘2000噸級散貨船橫橋向正撞廣東洲河大橋橋防撞鋼套箱這一種工況進行了計算機模擬模擬,實現了以較小的單元和較短的時間模擬碰撞的時間歷程,模擬滿足工程精度要求,解決了目前碰撞模擬計算周期太長的問題,同時模擬模擬得到的結論對該類防撞裝置提供了有價值的參考。
  9. The underwater near - site explosion safety control management is expounded in combination with rock blasting for pier footing of the newly built nos. 15 & 16 berths of dalian new port area

    摘要結合大連新港地區新建15 (上標# ) , 16 (上標# )泊位工程橋基槽炸礁的實際情況,介紹水下近場爆破安全控制理問題。
  10. Suzhou museum and kunshan cultural relicsadministrative office, cooperated with each other, excavated chuodun site for the fourth time in 2001, and the author participated in its research on palaeoenvironment changes

    蘇州博物館與崑山文物理所合作, 2001年對太湖流域大型考古遺址? ?綽遺址進行了第四次發掘,筆者參與了其中古環境演變的研究。
  11. Some problems in the design of the exposed penstock anchorage blocks for hydropower stations

    水電站明鋼設計的幾個問題
  12. Blasting removal for anchorage block foundation behind penstock of tgp power source station

    三峽電源電站引水鋼壩后鎮基礎拆除爆破
  13. This part also discussed the design of buried anchor and anchor ' s thrust count ways for each form of the pipe lay

    本部分還討論了直埋固定的設計以及各種道布置形式下的固定推力計算方法。
  14. Systemic analyses of the practical engineering have been done. the engineering measures including post - pouring belt, part pier pouring with lock floor at one time and pipe cooling is been thoroughly studied. by applying these measures, the stresses in the concrete change

    針對實際工程混凝土施工需要,著重研究了后澆帶、部分墻和底板同時澆築和布置冷卻水三種工程措施所帶來的混凝土應力的變化情況。
  15. The paper describes the design process of libya western pipeline project, involved in the selection of pipe wall, stress analysis, anchor design, hydrotechnological protection and pipeline construction in right of way area, introduces the design characteristics different from the domestic pipeline design and construction

    摘要介紹了利比亞西部道工程線路設計中子壁厚選擇、應力分析、固定設計、水工保護、試壓介質、作業帶布置等方面的設計內容,指出了該工程線路設計與國內其他道設計的不同點,設計經驗可為以後的類似工程設計提供借鑒。
  16. In this paper, the best reinforcement scheme, which was found by nerve network and genetic algorithm from serval reinforcement schemes, was applied to strengthen a prestressed concrete continuous rigid fame bridge with many quanlity faults, such as excess fall deflection of the main span deck > serious web slop crack existing between main pier abutment and one fourth span, and very poor mud jacking quanlity in the prestressing tendon tubs

    本文針對某預應力混凝土連續剛構橋所存在的實際問題:如主橋橋面下撓度過大;主和四分之一跨徑處均存在較嚴重的腹板斜裂縫;預應力道壓漿質量較差等。提出了幾種加固方案,並用神經網路和遺傳演算法進一步優化出了較佳的加固方案,進行了加固前後效果對比分析。
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