水下樁 的英文怎麼說
中文拼音 [shuǐxiàzhuāng]
水下樁
英文
snag-
Probe into the construction of the underwater collar beam of the high - pressure jet grouting pile
高壓旋噴樁施工水下系梁的探討Directed against the problem on confirming vertical bearing capacity of large diameter cast - in - place pile in the west of coteau area of yunnan province, the paper, analyses the influence degree of the variety of soil physics and mechanics property in area geology condition on bearing capacity of pile foundation, through 5 piles " loading test ; the influence degree of construction technics on bearing capacity of pile foundation under the influence of every exterior factors ; the influence degree of grouting injection around the pile shaft on bearing capacity of pile foundation
本文針對滇西山區大直徑灌注樁豎向承載力確定存在的問題，進行了5根試樁的靜載荷試驗，分析了區域地質條件下土的物理、力學性質的變化對橋梁樁基承載力的影響程度；地下水對樁承載力的影響程度；各種外部因素影響下，樁的施工工藝對樁承載力的影響程度；通過在樁體周圍土中注漿對樁承載力的影響程度。Contact nonlinear finite element analysis on the pressing block tooth in underwater skirt pile gripper
基於接觸的水下夾樁器壓塊齒非線性有限元分析Underwater skirt pile gripper ( uspg ) was a hydraulic gripper widely applied in construction of offshore oil platform
摘要水下夾樁器是一種廣泛應用於海洋石油平臺建設的液壓夾具。Accident case of under water board cast - in - situ pile as well as the analysis of static pressure settlement method
水下鉆孔灌注樁事故實例及靜壓法處理方法分析According to the analysis of experiment on crack resistance of jetted piles under different pre - stress, it is concluded that the problem of cracks of pre - stressed jetted piles can be solved under proper adjustment of pre - stress
摘要通過在不同預應力作用下水沖樁抗裂性能試驗分析，提出對預應力做相應調整，能夠解決預應力水沖樁裂縫問題。Based on investigation and analysis, this paper found out the factors affecting deviation of marine piling, i. e. geological & geomorphological features, hydrometeorogical situation, vessel machines, underwater barriers, staff ' s sense of responsibility and experience, error of surveying and mapping instruments, as well as the passing vessels, etc
摘要通過調查分析，找出影響水上沉樁偏位的因素：地質地貌、水文氣象、船機設備、水下障礙物、人員責任心和經驗、測繪儀器的誤差、過往船隻，等等。The piles are usually laid under the ground or the water, which are convert projects. the problem of quality is easy to come with the various processes, high technology, and great difficult of the projects
樁基礎通常在地下或水下，屬隱蔽工程，施工程序繁、技術要求高、施工難度大，容易出現質量問題。The technological control of underwater concrete grouting of pile foundation
樁基礎水下混凝土灌注的技術控制By analyzing the several finished bridge projects, if the hollow pile foundation is adopted, we can economize subaqueous concrete consumption more than 40 per cents ; if the gr outed new technique of pile surroundings and pile toe is adopted, we can increase the load capacity 30 per cents than that of the replacement pile, and economize 20 per cents of the cost. it will show great and obvious economic and social benefits
已建多座橋梁工程採用樁周、樁底壓漿新工藝的比較分析表明，該工藝可使水下混凝土的用量節省40以上，且比傳統的鉆孔灌注樁可提高承載力30以上；節約造價20以上，具有顯著的經濟效益和社會效益。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樁承臺基礎情況，介紹運用水下巖石爆破，浮運鋼圍堰就位、封底、人工挖孔樁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。Application of water infusion blasting to demolishing underground pile shaft
水介質爆破拆除地下樁體的實踐From the point of kinematics and dynamics, the author analyses the propagation rules of stress waves in concrete, namely time - space relations, wave amplitude attenuation, dispersion effect and characteristics of transmission of reflected waves and acoustic waves. combining with engineering practices, the author also concluded the main points of low strain detection of integrity of longdiameter underwater cast - in - situ piles, and pointed out that comprehensive and relational utilization of reflected waves method and acoustic wave transmission method can accurately evaluated the integrity of pile shaft and then improve the reliability of detection. 6figs., 3refs
從運動學和動力學角度，分析應力波在混凝土中的傳播規律：時空關系、波幅衰減、頻散作用以及反射波與聲波透射的特點，結合工程實踐，總結大直徑水下灌注樁低應變檢測的工作要點，指出綜合、合理運用反射波法與聲波透射法，可以較準確地評價樁身完整性，提高檢測結果的可靠性.圖6 ，參3By means of numerical emulation, it analyses the pile vertical bearing capacity under different lengths, diameters and strength parameters of mediators as well as the inner force under lateral and combined loads, giving the criterion of rigid pile and flexible pile. with elastic theory, the paper deduces the inner force calculating formula under eccentric load and the bearing capacity calculating formula under vertical load ; establishes a complete design and calculating method of large diameter pile
通過數值模擬，對樁在豎向荷載作用下不同的樁長、樁徑及樁周介質強度參數變化時樁的承載性狀進行了分析，並對樁在水平向荷載及其組合荷載作用下樁的內力變化規律進行了分析，提出了大直徑鉆埋預應力混凝土空心樁的剛性與柔性界定標準。Check ring joint ( crj ) structure was utilized in uspg
卡環式連接結構被應用於水下夾樁器。Based on the finite layer method and finite element method, a numerical analysis model of pile - soil interaction is established for single pile. it is proposed to transform a half infinite space problem into a 2 - d quasi - plane problem
對于單樁，本文以有限層地基模型和平面有限元法為基礎，建立了能夠反映水平荷載下樁土共同作用的彈性數值分析模型，把半無限空間問題轉化為準二維平面問題。Based on the investigation of the underwater and above - water earthquake damage to the piled jetties in the kobe violent earthquakes in 1995 and the miyagiken - oki violent earthquakes in 2003, japan, the causes of the earthquake damage to the high pile jetties in both earthquakes were analyzed and the mechanism of damage was also discussed with the results of the analysis and calculations
通過對2003年日本宮城縣沖地震和1995年阪神大地震中港灣高樁碼頭的水上和水下震害調查，分析了兩次地震中出現的高樁碼頭震害的原因，並根據計算分析結果探討了其破壞機制。The thesis introduces the biot ' s three - dimension consolidation theory based on absolute linear - elastic theory ; the thesis designs the pit dewatering scheme of hand - dug piles support of shenyang subway ' s shenyang station construction ; the thesis uses finite element program to simulate the influence on around environments caused by pit dewatering, and finds the change laws of earth mass inner stress and the effect parameters on the surface deformation on the basis of reasonable hypothesis and the analysis of ground water exploitation progress. combined with stochastic medium theory, the thesis introduces dewatering subsidence coefficient, sets up the predicting model of the surface deformation caused by dewatering, and develops the computing program ; by application of program on a single well of underwater exploitation, it is proved that the program is feasible, so the prediction of the surface deformation caused by underwater exploitation is realized
本文介紹了基於線彈性本構關系的biot理論；設計了擬建沈陽地鐵沈陽站點人工挖孔樁支護施工的基坑降水方案；利用有限元程序，模擬了基坑降水對周圍環境的影響；在合理假設的基礎上，分析了地下水開采過程中，地層應力的變化規律，找到了影響地面變形的參數；與隨機介質理論相結合，通過引入采水下沉系數建立了地下水開采引起地面變形的預計計算模型，並編制了電算化程序；通過某單井開采實例驗證了該方法的可行性，實現了地下水開采引起地面變形的預計。Pile foundation should not only bear axial loading but also bear lateral loading. the role mechanism of pile and earth is very complex under lateral loading
樁基除了承受軸向承載力還要承受水平荷載，在水平荷載作用下，樁與土的作用機理十分復雜。With the method, the resules, calculated with this analytical approach and the numerical methods based on load transfer method, are compared with the results measured in the field test. from this, the elasticity and plasticity characteristics of the pile and the influence factors of the compression are got. some useful conclusions are drew
分析樁頂沉降、樁端沉降與樁身壓縮三者之間關系，得出了不同荷載水平下樁身混凝土的彈塑性性狀和發展規律，分析了樁身壓縮量的影響因素，得出了一些有用的結論。分享友人