樁錨 的英文怎麼說
中文拼音 [zhuāngmáo]
樁錨
英文
piled anchor
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樁 :
Ⅰ名詞(樁子) pile; pole; stake Ⅱ量詞(用於事情)
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錨 :
名詞(鐵制的停船設備) anchor
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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。
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Abstract : this paper introduces four typical light - retaining structures. they are frame girder with prestressed anchor ropes, antislide pile with preslressed anchor ropes, anchored nelwork with jetting concrete and retaining wall with root piles. these structures are successfully applied to the national highway no. 107 in guangdong province
文摘:以國道107線清連一級公路上四個典型的邊坡病害治理工程為例,介紹預應力
錨索格構梁、預應力
錨索抗滑
樁、
錨噴掛網支護、樹根
樁擋土墻等輕型支擋結構在公路邊坡病害治理工程中的應用
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Study on reinforcement of micro - pile and rockbolt for an unstable high - steep road cut slope
失穩高陡路塹邊坡
樁錨加固方案分析
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In order to find out an economical, practical and reliable supporting method, some relevant technical personnel and i, based on successful experiences and project instances, designed the pre - stress anchor board supporting system, which is to exert pressure on the anchors and to independently support slopes. this system has successed and replaced the pile - anchor supporting system used in past
為探索一種經濟、實用、可靠的支護方法,結合一些成功的經驗和工程實例,筆者與有關技術人員一起設計了預應力
錨板墻支護技術,在
錨桿上施加預應力,主動、獨立支護邊坡,取代了過去了常用的
樁?
錨支護體系,並實施成功,成為島城近年來深基坑支護主要技術之一。
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( 6 ) the thesis puts forward the pile - top displacement control method, and it can account the least force of the anchor wire on anti - slide pile
( 6 )本文提出了
錨拉抗滑
樁錨拉力計算的
樁頂位移控製法,計算控制
樁頂位移所需的最小
錨拉力。
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Secondly, compared with specification jgj 120 - 99, the problem of method which be using was pointed out base on a great number of numerical simulation, the interaction between pile - anchor supporting and soil nailing was analyzed
其次,針對現行
樁錨復合土釘支護設計方法,在大量數值模擬的基礎上,通過與規程進行對比,指出現行方法中存在的一些問題,並分析了土釘支護與
樁錨支護二者之間的相互作用。
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Application of the combined pile - anchor supporting in reinforcement of high sandy gravel slope
樁錨聯合支護在砂礫石高邊坡加固中的應用
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In this paper, author compare with shenzhen holiday plaza project ( be known as firstly deepest foundation pit, deepest excavation depth is 21m ), use combinative method for theory guidance, test study, simulation analysis, project application and information feedback, entirely and deeply study prestress anchor cable composite soil nail, and also make a pilot study for deformation of pile anchor composite soil nail
本文以深圳假日廣場深基坑支護工程(號稱「深圳第一坑」 ,最深開挖21m )為背景,採用了理論指導、試驗研究、模擬分析、工程應用和信息反饋相結合的方法,對預應力
錨索復合土釘支護結構進行了全面深入的研究,對
樁錨式復合土釘支護結構的變形進行了初步研究。
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The emphasis is given on the studying of the horizontal displacement on the retaining structure consist of piles and anchors, which is a frequent type of retaining structure. it is founded that the rigidity of anchors and magnitude of pre - stress are the main factors which influence the deformation of retaining structures. the optimal design method on pile - anchor systems is presented
樁錨支護是一種常見的基坑支護模式,本文以
樁錨支護結構水平位移為重點,對支護結構剛度、支撐剛度與預應力、支護
樁入土深度等對
樁頂水平位移的影響進行了分析,指出在
樁錨支護體系中,
錨桿支撐剛度及預應力對基坑變形的影響最為明顯,並通過工程實例加以驗證。
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Sheet pile anchorage
板
樁錨固
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Application study of combination support of pile anchor and compound soil nail
樁錨與復合土釘聯合支護的應用研究
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Application of support combined soil nail with pile anchor in a deep foundation pit
土釘與
樁錨相結合復合支護在深基坑中的應用
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According to test results, author analyses deformation characters and its rules of prestress anchor cable composite soil nail supporting and pile anchor composite soil nail supporting, studies work mechanism of prestress anchor cable composite soil nail supporting structure, explores change regularity of inner force of soil
三、對預應力
錨索復合土釘支護結構進行了大量全方位的現場原位測試試驗。根據試驗測試結果來研究分析預應力
錨索復合土釘支護結構和
樁錨式復合土釘支護結構的變形特徵及規律。
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Probe into earth pressure calculation and structure optimization of pile - anchor support for deep foundation pit
深基坑
樁錨支護土壓力計算及結構優化探討
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In this paper, based on the characteristics of force and deformation of pars, the time - variation of the elastic coefficient of fulcrum in the calculation model of pars is analyzed and studied ; and the lessening of rigidity coefficient of elastic fulcrum, which is caused by the continual bottom soil resilience beside the piles and the increase of excavation depths during different steps, is discussed
摘要根據
樁錨支護結構的受力和變形特點,研究分析了
樁錨支護結構計算模型中支點彈性剛度系數的動態時變性;討論了隨
樁內側坑底土的持續反彈以及不同工況下隨著基坑開挖深度的逐漸增大,進而導致彈性支撐剛度系數的減小的變化規律。
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Study of failure mechanism of retaining wall with pile amp; anchor structure in the three - gorges reservoir region
三峽庫區某
樁錨擋墻失穩機理分析
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Study of failure mechanism of retaining wall with pile amp; amp; anchor structure in the three - gorges reservoir region
三峽庫區某
樁錨擋墻失穩機理分析
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In this article, geotechnical engineering numerical analysis program flac4. 0 is used, working mechanism and main influential factor of composite soil nailing system with step excavation was calculated in detailed, contain distribution and influential factors of axial force and the max axial force in soil nails ; the variation of axial force in anchors ; the variation and influential factor of foundation pit horizontal displacement, ground surface settlement, ground surface horizontal displacement and rebound deformation
本文採用巖土工程數值分析軟體flac4 . 0 ,對
樁錨復合土釘支護在分步開挖下的工作性能和主要影響因素進行了詳細的計算,分析了土釘軸力和最大軸力的分佈規律、影響因素;
錨桿軸力的變化規律;基坑水平位移、地表沉降、地表水平位移和坑底隆起的變化規律以及影響因素的敏感程度。
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Based on observing several engineering practices, an assumption is put forward that there are unloading arches in the soil between the piles. in order to research the effect of soil arch, the author designs an indoor model and analyzes the result of the exam
本文通過幾個工程實踐所表現出來的與傳統認識相悖的現象,指出了傳統認識在實踐面前站不住腳,給出
樁錨體系立柱間土體存在卸荷拱的假定。
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Application study on combined foundation pit support with composite soil nail and anchor pile
復合土釘與樁錨聯合支護的應用研究