cast-in-situ pile 中文意思是什麼
cast-in-situ pile
解釋
場鑄樁-
Construction of under - reamed bored cast - in - situ pile
支盤灌注樁施工 -
On construction control of bored cast - in - situ pile and its application
淺議鉆孔灌注樁的施工控制及應用 -
Technical specification for cast - in - situ pile with expanded branches and plates
擠擴支盤灌注樁技術規程 -
The test and application of ultrasonic wave in bored cast - in - situ pile of bridge
超聲波在橋梁鉆孔灌注樁中的檢測應用 -
The study of the long bored cast - in - situ pile construction in huanghe overflow area
黃河漫灘區深長鉆孔灌注樁施工探討 -
The bore - hole cast - in - situ pile foundation has been born widely used in bridge engineering
鉆孔灌注樁基礎在我國橋梁工程中應用極為廣泛。 -
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 -
A brief discussion about the rammed cast - in - situ pile applying in deep thick soft soil containing thin hard interlayer
淺論夯擴樁在深厚軟土夾薄硬持力層上的應用 -
As a new foundation improvement technology, the cast - in - situ concrete thin - wall pipe pile ( pcc pile ) is applied widely in the construction of the highway, civil architecture, haven and sea embankment etc. the pcc pile has a great prospect because it has superiority in the treatment of soils, such as construction period, cost and environment protection
現澆混凝土薄壁管樁（簡稱pcc樁）及其復合地基是一種全新的地基處理新技術，已應用於高速公路、民用建築、港口、海堤等工程建設中， pcc樁在處理效果、工期、造價、環保等方面具有較大的優越性，因此在地基處理中具有廣闊的應用前景。 -
Design and construction technical standard for cast in - situ pile of harbour engineering
港口工程灌注樁設計與施工規程 -
Performance of cast - in - situ concrete thin - wall pipe pile composite foundation under road embankment
路堤下現澆薄壁管樁復合地基工作特性分析 -
Today, cast - in - situ piles are more widely used in deep foundation engineering because of their many advantages, such as better adaptability to various ground condition, providing enormous bearing capacity by a single pile and smaller dosage of reinforcing steel bar. but, their own disadvantages, such as sediment under tip, clay slurry around pile, friction and tip resistance disagreement and initial ground stress freeing, limited their bearing capacity, lowered the utilization ratio of material and increased the settlement
灌注樁，因其對地層適應性強、能提供較大的單樁承載力、鋼筋用量少等優點，在目前深基礎工程中得到了極為廣泛的應用。但是，灌注樁的固有缺陷，諸如孔底虛土；孔壁泥漿；端阻、側阻發揮不同步；鉆孔后原地應力釋放等，限制了其承載力的發揮，使得材料利用率不高，沉降較大。 -
Based on the static loading test and stress testing of piles in situ of the project " taiyuan second long - distance telegraphic hinge ", some researches below have been conducted in this paper. the paper consists of the following two parts : the comparisons of load transfer feature of the resistance among the four types of piles ( that is, the normal cast - in - situ pile, the cast - in - situ pile with post - pressure grouting, the cast - in - situ pile with expanded - base, the cast - in - situ pile with expanded - base and post - pressure grouting ), the bearing capacity of piles affected respectively by the two types of construction technique
本文結合某工程的樁基現場靜載荷試驗和樁身應力測試試驗，對比、研究了同一場地中相同樁長的普通灌注直樁、后注漿灌注直樁、擴底灌注樁和擴底后注漿灌注樁四種樁型的承載力特性、樁身軸力和樁側摩阻力的分佈特性，闡述了擴底后注漿樁的樁身軸力傳遞規律和側阻力發揮性狀，分析了擴底、后注漿兩種施工工藝對試樁單樁承載力的影響。 -
On the basis of in - site test of piles in two great bridges in one expressway project, this paper investigates the application of this technique applying to cast - in - situ pile in gravel, studies the bearing properties of grouted piles, examines the practicality of high - strain test use in grouted piles and analyses the grouted piles with vesic theory
根據現場樁基動、靜載試驗，對卵石層中樁端壓力灌漿樁的承載特性進行了分析；探討了基樁高應變case法在灌漿樁中的適用性；並應用vesic球形空穴擴張理論對灌漿結果進行了分析。 -
Applied to cast - in - situ pile, the technology of pressure grouting under pile ' s tip can increase pile ' s bearing capacity largely and the utilization ratio of material, and decrease its settlement. furthermore, this technique is better adaptable to various soil stratum and can make magnificent economic efficiency with simple facilities and construction method
樁端壓力灌漿技術用於灌注樁，能大幅度提高承載力，減小沉降，提高材料的利用率，並且設備簡單，施工工藝不復雜，經濟效益顯著，對各種地層有較好適應性。 -
Application and practice of rammed cast - in situ pile
夯擴灌注樁的應用與實踐 -
Experimental investigation and design analysis of vertically loaded cast - in - situ pile with expanded branches and plates
豎向荷載作用下擠擴支盤樁的試驗研究及設計分析 -
In view of the problems of complex construction procedures, odious working conditions, complicated sea conditions and difficulty in construction the cast - in - situ pile caps for an offshore large oil terminal in beibuwan gulf, the paper lays emphasis on the solutions to the method and technology of construction, control points and some other technical issues for the construction of the pile caps
摘要針對北部灣地區外海大型油碼頭海上現澆墩臺施工工序多、工作環境惡劣、海況復雜、施工難度大等問題，重點論述了墩臺施工方案、施工工藝、控制要點和一些技術難題的解決辦法。 -
The cast - in - situ pile with expanded - base and post - pressure grouting is a new type of pile foundation developed from normal cast - in - site pile, in which the construction techniques of expanded - base and post - pressure grouting are combined
擴底后注漿灌注樁是在普通灌注樁基礎上通過擴底和后注漿兩種施工工藝結合所衍生出來的一種新樁型。 -
Based on the static loading test and stress testing of piles in situ of the project " taiyuan second long - distance telegraphic hinge ", some researches below have been conducted in this paper. the paper consists of the following two parts : the comparisons of load transfer feature of the resistance among the four types of piles ( that is, the normal cast - in - situ pile, the cast - in - situ pile with post - pressure grouting, the cast - in - situ pile with expanded - base. the cast - in - situ pile with expanded - base and post - pressure grouting ), the bearing capacity of piles affected respectively by the two types of construction technique
本文結合「太原市電信長途第二樞紐工程」樁基現場靜載荷試驗和樁身應力測試試驗，對比、研究了普通灌注直樁、后注漿灌注直樁、擴底灌注樁和擴底后注漿灌注樁四種樁型的荷載傳遞特徵，分析了擴底、后注漿兩種施工工藝對試樁單樁承載力的影響。
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