浮樁 的英文怎麼說

中文拼音 [zhuāng]
浮樁 英文
floating pile
  • : Ⅰ動詞1 (漂在液體表面) float; drift 2 [方言] (在水裡游) swim Ⅱ形容詞1 (在表面上的) superfici...
  • : Ⅰ名詞(樁子) pile; pole; stake Ⅱ量詞(用於事情)
  1. Our business scope includes the designing of various work ship, such as piling ship ( also as lift ship ), self - propelled split type dump dredge, work barge, semi - submersible barge, floating dock, grab hopper dredge etc., passenger ship, such as tourist boat, crew boat, ro - ro passenger ferry, frp craft etc., tug, bulk carrier, container ship, multi - purpose ship, oil tanker, chemical tanker, fishing boat, etc

    本公司主要業務范圍包括工程船舶(如打船(兼起重船) 、自航開體泥駁、工程駁、半潛駁、船塢、抓鬥式挖泥船等) 、客船(如觀光艇、交通艇、車客渡輪、玻璃鋼艇等) 、拖輪、散貨船、集裝箱船、多用途船、油船、化學品船、漁船等各類型船舶的設計。
  2. Construction technology of shallow sea bore pile floating platform

    淺海鉆孔平臺施工工藝
  3. If there is no over burden at the river bed, the steel pipe pile cannot be inserted, the floating platform will be adopted, during overwater construction, the author ( using zhong - 60 floating box, etc. ) assembled 40t floating crane by his own design, in this way, the floating crane completed the work of overwater transporting and lifting, such as the transporting of s teel pipe pile, inserting, the erecting of overwater construction platform, overwater moving of drill grid crane, lifting of lifting box of cushion cap, pulling out of steel pipe pile

    在水上作業中,作者利用中- 60箱等設備自行設計、拼制了40t吊,完成了水上運輸、水上起重等作業,如鋼管的運輸、插打、水上施工平臺的搭設、鉆機吊車的水上轉移、承臺吊箱的起吊、鋼管的拔除等作業。
  4. Based on the construction of large diameter pile foundations at deep water riverbed without overburden for the shengmi bridge in nanchang, the construction difficulties and construction control key points involved in the method for bored pile construction with floating gantry are described

    摘要通過對南昌生米大橋深水無覆蓋層大孔徑基施工實踐,介紹式龍門鉆孔施工方法中的施工難點和控制重點。
  5. Application of vibrosunk gravel pile in soft soil foundation treatment

    振沖懸碎石在武漢軟土地基處理中的應用
  6. Tension piles are widely used for resisting uplift loads of underground structures such as deep basement and underground transformer substation, and foundations for tall buildings subjected to high bending moments

    摘要抗拔常被應用於地下構築物的抗和受較大彎矩作用高聳構築物的基礎。
  7. This paper describes the structural type and characteristics of double - pile floating energy dissipating installation, principle of energy absorption during vessel ' s berthing, scope of adaptability and main points of design, which may serve as a reference for design of large - tonnage floating wharves

    摘要介紹雙式消能設施的結構型式及特點,船舶靠泊吸能原理、適用范圍以及設計要點等,可供大噸位碼頭的設計借鑒。
  8. 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吊的使用進行了探討,根據水深確定橋墩基礎的施工方法,對水深不超過四米的橋墩基礎,採用填土築島的方法:對水深大於四米,河床有覆蓋層,且能保證鋼管具有足夠的承載力的橋墩,採用鋼管平臺;對主河道上河床沒有覆蓋層,鋼管無法插打的橋墩,採用式平臺。
  9. Influence analysis of mud on anti - buoyant pile sustain stress

    護壁泥漿對抗浮樁承載力的影響分析
  10. Effect of keeping core soil on stability of tunnel working face

    沉管幹振擠密抗拔防碎石抗拔試驗研究
  11. Secondly, based on the theoretical analysis of the chosen anti - slipping scheme, anti - slipping stress test, strength test of sealed - cover concrete, anti - floating test of cofferdam, stress test of supporting pile and stress test of stability are processed respectively, which proves that the new scheme presented in this paper is feasible

    然後對選定的抗滑方案進行理論分析,分別進行抗滑受力檢算、封底混凝土強度檢算、鋼圍堰抗檢算、支受力檢算和穩定受力檢算,從理論上驗證本方案的可行性。
  12. Yacht marina, transport marina, travel marina, pontoon, passenger transport marina, fishing marina, piling dock, heavy load dock, caisson dock, engineering consulting, design, construction

    一、遊艇碼頭、交通碼頭、旅遊碼頭、客運碼頭、漁人碼頭、高碼頭、重力碼頭、沉箱結構碼頭、動碼頭、橋、工程咨詢、設計、施工。
  13. In the light of the low - lying pile cap foundations designed for main piers no. 2 and no. 3 of tianluo bridge on wenzhou - fuzhou railway. this paper describes the ways to resolve the construction problems of the foundations in deep water in sea and at seabed that is steep and without overburden, using the construction techniques of underwater rock blasting, steel cofferdam floating, positioning, bottom sealing and manual pile digging

    摘要針對溫福鐵路田螺大橋2號、 3號主墩設計上採用低承臺基礎情況,介紹運用水下巖石爆破,運鋼圍堰就位、封底、人工挖孔等施工技術解決海上深水、河床陡峭且無覆蓋層的基礎施工難題。
  14. Based on the analysis of the inadequacy of the lifting capacity of piling barge in large - diameter prestressed concrete pipe pile driving construction, the measure of applying buoyancy generated by cavity drainage to remedy the inadequacy is put forward

    摘要針對混凝土大直徑管施工時打船吊裝能力存在不足的問題進行了分析,提出了利用管空腔排水產生的托力來彌補的措施。
  15. Considering that the load was added in steps, dynamic design based on in - sile test parameter is an effective and practical method. based on the author ' s experience of djm composite ground engineering, and two projects of highway djm composite ground, it systemically analyzed and summarized the in - site test result as well as the settlement deformation, pore water pressure dissipation, deep horizontal displacement, stress ratio, stress of pile. etc. it also compares the in - site test results of djm composite ground with or without rigid bearing stratum, and draws many practical conclusions

    根據筆者多年粉噴加固路基工程的經驗,結合兩個高等級道路粉噴加固路基工程實例,全面系統地分析和總結了現場試驗路段試驗結果,對攪拌復合地基沉降特性、孔壓消散特性、深層水平位移特性、土應力比、身應變等作了深入細致地分析,對有硬持力層和無硬持力層(浮樁)的粉噴復合地基現場試驗結果作了對比,得到了許多有應用價值的結論。
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