anchoring wire造句
例句與造句
- probe into the prestressed anchor wire construction technology
預(yù)應(yīng)力錨索施工技術(shù)探討 - anchor wires should have a spelter type socket at anchor side
拋錨繩靠錨的一端應(yīng)使用鋅壓頭 - research and application of step type three-phase anchor wire support technology
階梯式三相錨索支護(hù)技術(shù)的研究 - (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(jì)算的樁頂位移控制法，計(jì)算控制樁頂位移所需的最小錨拉力。 - the new method of soil nailing with micro-pile and pre-stressed anchor wire was used to control the deformation of deep excavation
采用微型樁預(yù)應(yīng)力錨索配合土釘支護(hù)的新型復(fù)合土釘支護(hù)方案，經(jīng)有限元計(jì)算對(duì)復(fù)合土釘和一般土釘?shù)膬煞N方案變形曲線進(jìn)行對(duì)比、分析。 - It's difficult to find anchoring wire in a sentence. 用anchoring wire造句挺難的
- (5 ) the software combines anti-slide pile with anchor wire anti-slide pile, apply the matrix analyses method to design anti-slide pile . and 3 anchor wires on the anti-slide pile
(5)軟件將普通抗滑樁與錨拉抗滑樁進(jìn)行有機(jī)地結(jié)合，抗滑樁設(shè)計(jì)采用矩陣分析法，錨拉樁設(shè)計(jì)可考慮3排錨索。 - (5 ) the software combines anti-slide pile with anchor wire anti-slide pile, apply the matrix analyses method to design anti-slide pile . and 3 anchor wires on the anti-slide pile
(5)軟件將普通抗滑樁與錨拉抗滑樁進(jìn)行有機(jī)地結(jié)合，抗滑樁設(shè)計(jì)采用矩陣分析法，錨拉樁設(shè)計(jì)可考慮3排錨索。 - combining the code for technique of building foundation pit engineering, the combination supporting scheme of prestressed anchor wire and anchor arm for a deep foundation ditch in guiyang city is introduced
摘要結(jié)合現(xiàn)有的基坑土釘支護(hù)設(shè)計(jì)規(guī)范，通過(guò)合理分析計(jì)算，介紹了貴陽(yáng)某綜合樓基坑支護(hù)中預(yù)應(yīng)力錨索錨桿聯(lián)合支護(hù)方案。 - on the basis of stability analysis, the author takes the k27 + 825 slope from the type of slope which has lest stability as an example . according to its basic feature, the design ueses the choosed best reinforce and control scheme : lattice beam, anchor wire, grouting and abstraction of water . in the course of design, the author takes into account not only reasonable optimize of whole control plan but also local measure such as whether the unstable block will shear from vnlnerable sections when control plan is laid out concretely, in order to reach the goal of reasonable design and effective control
在穩(wěn)定性分析的基礎(chǔ)上，以邊坡穩(wěn)定性最差的一類中的k27+825邊坡為例，結(jié)合其自身的特點(diǎn)，用優(yōu)選出的加固防治方案：框架梁+錨索斗灌漿+排水進(jìn)行設(shè)計(jì)，設(shè)計(jì)中既考慮總體防治方案的合理優(yōu)化，又充分考慮了加固工程的具體布置時(shí)是否存在不穩(wěn)定體從錨索或框架梁的薄弱部位剪出的可能性等一些細(xì)部措施，以達(dá)到合理設(shè)計(jì)，有效及經(jīng)濟(jì)治理的目的。 - in order to optimize the perpetuation tensioning tonnage of prestressed pier anchor wire of goupitan arch dam, first the scheme contrast method is adopted to define the perpetuation tensioning tonnage combination of the primary and secondary anchor wire, but the optimization result is that the pull-anchor coefficient is too big; then the body form of the pier is optimized; finally the anchor wire perpetuation tensioning tonnage is optimized by using ansys optimization design module based on parametric fem, the optimization result is acceptable and the pull-anchor coefficient is lowered down
摘要為優(yōu)化構(gòu)皮灘拱壩中孔預(yù)應(yīng)力閘墩錨索永存張拉噸位，首先采用方案優(yōu)選的方法確定主次錨索永存張拉噸位組合，但優(yōu)選結(jié)果拉錨系數(shù)偏大，再對(duì)閘墩體型進(jìn)行優(yōu)化，然后采用基于參數(shù)化有限元的ansys優(yōu)化設(shè)計(jì)模塊對(duì)主次錨索永存張拉噸位進(jìn)行優(yōu)化，優(yōu)化結(jié)果滿足應(yīng)力控制要求，降低了拉錨系數(shù)。 - in order to optimize the perpetuation tensioning tonnage of prestressed pier anchor wire of goupitan arch dam, first the scheme contrast method is adopted to define the perpetuation tensioning tonnage combination of the primary and secondary anchor wire, but the optimization result is that the pull-anchor coefficient is too big; then the body form of the pier is optimized; finally the anchor wire perpetuation tensioning tonnage is optimized by using ansys optimization design module based on parametric fem, the optimization result is acceptable and the pull-anchor coefficient is lowered down
摘要為優(yōu)化構(gòu)皮灘拱壩中孔預(yù)應(yīng)力閘墩錨索永存張拉噸位，首先采用方案優(yōu)選的方法確定主次錨索永存張拉噸位組合，但優(yōu)選結(jié)果拉錨系數(shù)偏大，再對(duì)閘墩體型進(jìn)行優(yōu)化，然后采用基于參數(shù)化有限元的ansys優(yōu)化設(shè)計(jì)模塊對(duì)主次錨索永存張拉噸位進(jìn)行優(yōu)化，優(yōu)化結(jié)果滿足應(yīng)力控制要求，降低了拉錨系數(shù)。 - in order to optimize the perpetuation tensioning tonnage of prestressed pier anchor wire of goupitan arch dam, first the scheme contrast method is adopted to define the perpetuation tensioning tonnage combination of the primary and secondary anchor wire, but the optimization result is that the pull-anchor coefficient is too big; then the body form of the pier is optimized; finally the anchor wire perpetuation tensioning tonnage is optimized by using ansys optimization design module based on parametric fem, the optimization result is acceptable and the pull-anchor coefficient is lowered down
摘要為優(yōu)化構(gòu)皮灘拱壩中孔預(yù)應(yīng)力閘墩錨索永存張拉噸位，首先采用方案優(yōu)選的方法確定主次錨索永存張拉噸位組合，但優(yōu)選結(jié)果拉錨系數(shù)偏大，再對(duì)閘墩體型進(jìn)行優(yōu)化，然后采用基于參數(shù)化有限元的ansys優(yōu)化設(shè)計(jì)模塊對(duì)主次錨索永存張拉噸位進(jìn)行優(yōu)化，優(yōu)化結(jié)果滿足應(yīng)力控制要求，降低了拉錨系數(shù)。