柱樁 的英文怎麼說

Double riding bollards with foundation plate

帶基板的雙系留柱系纜樁

Double bollards with foundation plate

帶基板的雙柱系纜樁

Column installation and pedestrian subway extension works near tsoi yuen tsuen

位於?亨附近的樁柱施工情況

Abstract : considering the action of soil lateral compression on the single base with short column and the research result of the piles, the calculation to the effect of soil lateral compression on the base is put forward. according to the calculation results, the design method of the single base with short column considering the soil lateral compression is given. it ' s apparent that the design method here can save concrete and reinforcement compaired with the one without considering the lateral action of soil

文摘:考慮土壤側壓力對帶短柱獨立基礎的作用，基於對樁的研究結果，提出土壤側壓力及對基礎受力影響的計算，根據分析計算結果提出了考慮土壤側壓力作用的帶短柱獨立基礎的設計方法，顯然這一計算方法較未考慮土壤側壓力作用的計算方法合理並能節約砼及鋼筋

A former rigger of a pile foundation company was sentenced to 160 hours of community service for conspiring with another rigger to use falsified attendance records to deceive overtime allowances totalling over 16, 000 from the company

一名地基樁柱公司前機械操作管工，串謀另一名管工行使偽造值勤記錄，向公司騙取逾時工作津貼共逾一萬六千元，被判須履行一百六十小時社會服務。

The superstructure of the bridge is a three - span ( 80m + 130m + 80m ) continuous rigid frame. the main piers are single - column flexible solid piers, whose foundation are 2. 0m dug piles. the abutments are light - type box abutments, whose foundation are 1. 2m bored cast - in - place piles

該橋上部為80m + 130m + 80m三跨連續剛構；主墩為單柱柔性實體墩，其基礎為2 . 0m挖孔樁；橋臺為輕型箱式橋臺，其基礎為1 . 2m鉆孔樁。

Secondly, this paper made some theoretic researches on its engineering classfication and applicable scope for this technology ; then combining with project example, this paper carried out scheme design for this technology, and compared some different kinds of underpinning scheme and node and structure design, and put forward the method of " reinforcce steel bar through column " to build pile cap beam, " resistant bend and shear anchored reinforce steel bar " to strengthen column consolidation effect, and the method of " steel plate hoop " to build reinforcing bar connection of the foundation beam, etc. in the process of the consturction scheme research and implement, this paper synthetically elaborated the organizaton for project construction, put forward the construction technical measure of specific aim on the artificial pile, and pile cap beam, and underground adding layer and structure stabilization, and overall structure stabilization and so on. for this project, adopt reinforcing bar concrete to brace hole wall to ensure the safety of engineering in the artificial pile construction, use flexible connection catch to make the cage hoisting easier to simplify the construction process, use the method of earthwork statified symmetrical balance in the process of underground adding layer excavation

本文首先對于基礎托換與結構加固技術的目的和意義、國內外發展狀況進行了綜合闡述；其次對該項技術工程分類及適應范圍進行了理論上的分析研究；然後結合工程實例對該項技術進行了方案設計，對比幾種不同的托換方案和節點及構造設計，提出了「通筋穿柱法」做承臺梁， 「抗彎抗剪錨筋法」強化柱加固效果， 「鋼板箍法」做地基梁鋼筋連接點等多項技術；在施工方案的研究和實施過程中，對于工程施工組織進行綜合闡述，並就人工挖孔樁、承臺梁、地下加層及結構加固、整體結構穩定等專項施工方案提出有針對性的施工技術措施，人工挖孔樁施工採用鋼筋砼護壁確保挖孔樁的安全成型，使用柔性連接鉤進行鋼筋籠吊裝簡化施工工序；承臺梁施工採用梁主筋橫穿柱身化學膠錨固等；地下加層綜合施工技術採用土方分層對稱平衡開挖，分段挖土做筏基結構自穩等；最後對于該工程實施后的效果分析，說明該項綜合施工技術的可行性。

Piling load test for bridge str 17 near the wsd catchwater

鄰近於長沙引水道為橋編號17進行樁柱的承重測試

Handrails and footrails at masts, posts and walls on ships

船上的扶欄和桅桿上的腳部護欄樁柱墻壁

The pile - anchor retaining structure system is often used in chongqing area. for a long time, there is a conception about the transfer approach of soil pressure behind the pile - anchor retaining structure system that the pressure is applied on the holding sheet firstly, then transferred to the columns by the sheet, finally transferred to the form ground by the anchor

樁錨支擋結構體系是重慶地區經常採用邊坡支護形式之一，長期以來，人們認為樁錨支擋結構體系的傳力途徑是：土壓力先作用於擋板上，通過擋板再傳到兩邊立柱，然後再通過錨桿把力傳遞給穩定地層。

Apart from dredging and rock - filling works, several piles have been erected in the harbour

維港內除了挖泥和填土工程外，已豎立了數根樁柱。

Reclaimed plastics bars, rods, plates and piles

再生塑料棒材桿材板材和樁柱

In this paper, we study the most serious damming section of the east - one main canal, which is from the entrance of the hao wan flume ( chainage12 + 123. 6 ) to the exit of shang tian yuan tunnel ( chainage24 + 091. 1 ). the main content is analyzing the flow characteristic of the canal, setting up mathematical model of the discharge condition of the east - one main canal, according to the survey section and actual roughness factors, building, bend and so on, we divided the canal into more than loocaculation segments. each segment is calculated by microsoft excel electrical table through computer as permanent transition flow of non - prismatic channel

本論文研究的渠段為陸渾灌區東一乾渠壅水最為嚴重的渠段，從郝灣渡槽進口（樁號12 + 123 . 6 ）至上天院隧洞出口（樁號24 + 091 . 1 ） ，其主要內容是，分析渠道水流特徵，建立東一乾渠輸水狀況的數學模型，根據測量斷面及實際糙率、建築物、彎道等因素的不同，將渠道劃分成120多個計算段，每段按非稜柱體恆定漸變流，運用microsoftexcel電子表格進行編程計算。

The pile foundation or mat foundation methods would cost considerably more than 10 times that of a rock fill mound foundation

-樁柱地基與席式地基的造價較毛石堆地基的造價超出10倍。

The alternatives for foundation design are rockfill mound foundation, the pile foundation driven piles or bored piles and the mat foundation

-地基設計方案包括毛石堆地基樁柱地基打入樁或鉆孔樁及席式地基。

An experimental study of wave - resistance of a horizontal cylinder in internal waves

內波場中水平樁柱波阻的實驗研究

For a strong pycnocline, the horizontal resistance is small when the cylinder is in the pycnodine and it is large when the cylinder is outside the pycnocline

對于強躍層的密度分佈，當樁柱處在躍層中時，受到的水平波阻較小，而在躍層之外則受到較大的水平波阻。

The interaction between internal waves and a horizontal cylinder is studied by using a laboratory experiment, the focus being the dependence of the factors of the internal waves on the resistance of the horizontal cylinder induced by the internal wave

摘要分析水平阻力與內波波要素的關系，採用實驗室實驗的方法，研究了水平樁柱與內波的相互作用，焦點是研究內波波要素與波阻之間的關系。

Works are accomplished as follows in this paper : firstly, according to the real condition of the fourth pier, through analysis of several generally - used anti - slipping schemes, new method has been put forward to substitute anchored column pile with the foundation of drilled shafts so as to prevent cofferdam from slipping

為此本文主要做了以下工作：首先根據4 #墩基礎的具體條件，通過對現有常用的幾種抗滑方案的綜合比較分析，提出了以工程本身的鉆孔樁基礎代替錨固柱樁防止鋼圍堰滑移的方案。

Among the new elements of the site released thursday were the memorial hall, a 1. 5 - acre clearing at ground level for public gatherings, and the exposed stumps of columns that supported the twin towers

周四公開發布的新的設計包括紀念館，與地面齊平的1 . 5英畝的空地（作為公共集會區） ，還有暴露在地面上的支撐雙塔的殘余柱樁。