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1.This paper mainly introduces the construction support design scheme of 220 meter main arch frame bri dge,with the equal section hang chain no wind arch box frame.
本文主要介绍等截面悬键线箱形无绞,主跨220m 主圈的施工支架设计方案。收藏指正
2.A Study on Two Segments Lifting Scheme of Long Span Concrete-Filled Steel Tube Arch
大跨径钢管两段法吊装方案研究收藏指正
3.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.
摘要为优化构皮滩坝中孔预应力闸墩锚索永存张拉吨位,首先采用方案优选的方法确定主次锚索永存张拉吨位组合,但优选结果拉锚系数偏大,再对闸墩体型进行优化,然后采用基于参数化有限元的ANSYS优化设计模块对主次锚索永存张拉吨位进行优化,优化结果满足应力控制要求,降低了拉锚系数。收藏指正
4.The Choice of Transpotation Scheme of Carry Concrete up to Dam in the Lang-Tang Arch Dam
龙潭坝砼上坝运输方案选择收藏指正
5.According to the demands of design and construction of a large spanarch brige, a feasible test scheme on sturdy framework concrete arch bri-dge has been put forward and the stress redistribution at the section ofarch crown of model as well as prototype has been calculated and analy-zed by using the method of creep conversion section property.
根据某大型桥设计施工的需要,本文对收缩徐变导致劲性钢骨混凝土肋截面应力重分布问题,提出了切实可行的科研试验方案,并采用徐变换算截面特性法,对模型与原桥顶截面的应力重分布情况,作了详细的计算与分析。收藏指正
6.In light of the difficulties in structural design of extra-large foundation pit in Kunming,this paper proposes a supporting design scheme effectively combined pile and arch with internal bracing,and carries out simulation of the deformation after foundation pit structural supporting with finite element software ANSYS,which to effective guide the design of supporting structure and the situation probably met in construction.
针对昆明地区特大基坑的结构设计面临较大难度的问题,提供了将桩、锚、内支撑有效结合的支护设计方案,同时利用有限元软件ANSYS对基坑结构支护后的变形进行了模拟,从而对支护结构的设计和施工可能出现的情况进行有效指导。收藏指正
7.Abstract: For high arch dams in valleys with the characteristics of high water head,large discharge and large power,the problems of energy dissipation and scour prevention are serious.Based on scientific studies,new comprehensive measures are proposed,including dispersion of discharge to waken wallop of the current,and reinforcement of riverbed to enhance the erosion-resistance.The measures can be used to solve the problem of energy dissipation properly.A typical layout scheme has been proposed in which slotted bucket with diversion teeth,double deck with pores,and cushion pool are considered practice has proved that the scheme is reliable and the effect of energy dissipation is obvious.
文摘:高坝泄洪消能的特点是坝高落差大,流量大,功率大,位于河谷狭窄地区,泄洪消能与防冲问题突出.经科学研究,采用“分散泄洪,削弱水流冲击力,加固河床,增强河道抗冲能力”的综合治理措施,较好地解决泄洪消能布置问题.提出了表孔大差动坎加分流齿、双层多孔、水流撞击、下设水垫塘联合消能的典型布置方案,经实践证明,方案可靠,消能效果好.收藏指正
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