anchoring length 中文意思是什麼
anchoring length
解釋
錨固長度-
However, along with the increasing of construction quantity of the infrastructure of irrigation works, traffic, communication etc., newer and higher requirement of geotechnical anchoring are made in slope, major dam, bridge, tunnel, deep foundation ditch engineering and the construction engineering such as anti - capsize, anti - float, anti - slippage engineering of the buildings. for example, self - intension of rock and soil is required to exploit better ; carrying capacity of anchor increase according to anchoring length ; anchor should be sufficiently lasting and should not influence the exploitation of adjoining stratum
但另一方面，隨著我國水利、交通、通訊等基礎設施建設力度的加大，邊坡、大壩、橋梁、隧洞、深基坑以及建築結構物的抗傾倒、抗浮力、抗滑移等建設工程將對巖土錨固提出一些新的和更高的要求：如要求進一步調用巖土體的自身強度，錨桿應具有足夠的耐久性，錨桿的使用應不影響周邊地層的開發等。 -
On the anchoring ability of full - length anchor
全長錨固式錨桿錨固能力分析研究 -
The approach of the anchoring length of the beam ' s lower longithdinal reinforaing steel bars in the reinforced concrete frame nodes undler earthqnake loads
在地震作用下鋼筋砼框架節點梁下縱筋錨固長度探討 -
In order to determine the relations between the four main bond - anchoring factors - concrete strength, concrete cover thickness, steel shape embedment length and the ratio of the transverse hoops - and the bond strength, and establish the bond - slip constitutive relations, 16 standard push - out test specimens were designed, and 4 comparison specimens were additionally designed to find the difference of the bond performance between the web, inside and outside of flanges the steel shape
設計了16個型鋼混凝土標準推出試件，以考察混凝土強度、型鋼的混凝土保護層厚度、型鋼埋置長度及橫向配箍率四個主要錨固條件與粘結強度的相互關系和型鋼混凝土粘結滑移本構關系；設計了4個對比試件，以考察型鋼翼緣內側、外側和腹板與混凝土粘結性能的區別。 -
The failure mechanism of anchoring system was analysed, and the failure form and chitical length of anchoring steel bar were determined, factors influencing the properities of anchoring were discussed, and engineering application was carried cent
鋼筋的臨界錨固長度受錨固材料抗拉強度、鋼筋的相對保護層厚度和鋼筋凈間距、鋼筋的直徑和外形等諸多因素的影響，有效錨固深度一般為10d 15d 。 -
Combined with code for design of building foundation and code for foundation treatment ( in china ) these two methods are replenished here. 6. this paper deduced the formula of ultimate bearing capacity based on the principle of limit equilibrium and the formula of determining the length of reinforcement based on equilibrium of anchoring segment outside shear failure lines by analyzing two limit equilibrium modes, those are limit breaking and pullout of reinforcement
（ 8 ）三維土工格室的承載力計算公式相當缺乏，論文中指出r . m . koeme :提出的土工格室承載力計算公式不符合力的平衡原理，並推導出土工格室加筋地基承載力的改進公式，用算例比較了有無土工格室加筋的效果。 -
In order to restrict the displacement of relaxed rock effectively, the factors affecting the efficacy of anchor measures are analyzed according to mechanism of action of anchor. in terms of principle orthogonal design, the influence of parameters of anchor to displacement of excavation slope are elevated by computing using finite element method simulation, and the optimal scheme of anchoring parameters including length of anchors and space between bolts and thickness of shot concrete are defined. finally, the optimal scheme of anchor parameters are determined with considering results of theory analyse and numerical calculation, which provide theory bases for engineering
為了有效防治邊坡開挖后巖體的鬆弛變形，根據錨桿的作用機理對影響錨固效果的主要因素進行分析，並利用處理多因素試驗的科學方法?正交設計原理，以有限元數值計算為手段，以有效約束邊坡開挖位移為標準，評價了錨桿長度、錨桿間距、混凝土噴層厚度等錨固參數對邊坡變形的影響大小和規律，經過比較分析最終提出了錨固參數的優化設計方案，為工程設計提供了理論指導。
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