, wherein: σ0-p are the stresses at the main site in the under-rail section at a depth of h0 from the sole of the sleeper; σi-p are the stresses in the roadbed at a depth of hi from the sole of the sleeper; λр is the attenuation coefficient depending on the speed of the rolling stock. The invention is developed in the dependent claim.;EFFECT: increased stability of the roadbed, a possibility of assuming higher loads, reduced residual deformations and performance of work in reinforcing the roadbed without restricting traffic.;2 cl, 3 dwg, 1 ex"/> METHOD FOR REINFORCING RAILWAY ROADBED IN THE AREA OF JUNCTION WITH AN ARTIFICIAL STRUCTURE
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METHOD FOR REINFORCING RAILWAY ROADBED IN THE AREA OF JUNCTION WITH AN ARTIFICIAL STRUCTURE

机译:用人工结构加强铁路路基的铁路路基

摘要

FIELD: railroad transportation.;SUBSTANCE: invention relates to reinforcing of railway roadbeds on sections in the area of junction with artificial structures, and can be used on sections of railway lines under construction and in urgent and planned preventive works on operated sections of the road. The method for reinforcing the railway roadbed in the area of junction with an artificial structure includes injecting a hardening solution from both sides of the roadbed at an inclination to a horizontal plane, forming a reinforcing support system, the hardening solution is preliminarily injected by submerging the injectors along the clearance contour of the structure vertically, and the hardening solution is injected at an inclination by the injectors submerged outside of the clearance area of the structure, with gradual processing of the roadbed soils to the depth: hi = z ∙ (1-li/L), wherein: z is the power of the working area of the roadbed; li is the distance to the artificial structure; L is the length of the transitional section, and the power of the working area of the roadbed is determined by the formula: , wherein: σ0-p are the stresses at the main site in the under-rail section at a depth of h0 from the sole of the sleeper; σi-p are the stresses in the roadbed at a depth of hi from the sole of the sleeper; λр is the attenuation coefficient depending on the speed of the rolling stock. The invention is developed in the dependent claim.;EFFECT: increased stability of the roadbed, a possibility of assuming higher loads, reduced residual deformations and performance of work in reinforcing the roadbed without restricting traffic.;2 cl, 3 dwg, 1 ex
机译:技术领域:铁路运输;物质:本发明涉及一种在与人造结构结的面积部分铁路路基的增强,并且可以在正在建设和在紧急的和计划的预防性作品铁路线路的区段的道路上的操作部中使用。用于加强铁路的方法,用人造结构结的面积路基包括在倾斜于水平面注入从路基两侧的硬化溶液,形成加强支撑系统,该硬化溶液预先被浸没注入沿着结构垂直,和硬化溶液的间隙轮廓喷射器在由浸没该结构的空隙区域的外侧的喷射器的倾斜注入,与路基土壤至深度的逐步处理:H <子>我 = Z∙(1-1 <子>我 / L),其中:Z为路基的工作区域的功率;升<子>我是人造结构的距离; L是过渡部分的长度,和路基的工作区域的功率由下式确定:<图像文件=“00000009.JPG”他=“14” imgContent =“未定义” imgFormat =“JPEG”无线=“46” />,其中:σ<子> 0 - 对是在上述下轨道部的主要部位的应力在h的深度<子> 0 从唯一卧铺; σ<子> I-P 是在路基的应力在h的深度<子>我从轨枕的鞋底; λ<子>р是根据所述的轧件的速度的衰减系数。本发明的从属权利要求中开发;效果:提高了路基,假设较高的负载的可能性,降低了残余变形和工作性能在加强路基不限制流量的稳定性; 2 CL,3 DWG,1个EX。

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