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Recesses roads on permafrost

机译:在永冻土上开辟道路

摘要

The invention relates to the field of construction, namely the construction of buildings in areas where permafrost vysokoldistyh ground or foundation soils with the presence of the buried ice. The recess road on permafrost soil layer comprises replacing the natural, and disposed on this layer structure carriageway for road or rail travel. The novelty of the proposed excavation is that it comprises a cooling side arrays, closely adjacent to the recess subject to the existing structures approximation dimensions. Side cooling array is an array of the replaced natural vysokoldistogo malovlazhnogo ground soil, the width of which is assigned at least to the depth of seasonal thawing malovlazhnyh replaced soils. On the sides of the array contains one or more cooling sections with steep slopes «i», allowing to drastically reduce the deposition of snow in these areas. Sloping «i» cooling portions is set to (1: 0) i (1: 0.75). Under construction roadway can be laid on the insulation layer width equal to the distance between the opposite lateral cooling arrays plus half the lateral width of the array of cooling in each direction. On the outer side of the cooling side of the array may be disposed insulation layer in width equal to at least two depths; seasonal thawing of soil in natural conditions on the territory adjacent to the recess. 1 bp f ly-1-yl.
机译:本发明涉及建筑领域,即在永久冻土vysokoldistyh地面或基础土壤存在埋冰的区域中的建筑物的建筑。多年冻土层上的凹道包括代替天然的,并设置在该层结构的行车道上以用于公路或铁路行驶。所提出的开挖的新颖性在于,它包括一个冷却侧阵列,与现有结构的近似尺寸紧密相邻。侧面冷却阵列是置换后的天然vysokoldistogo malovlazhnogo地面土壤的阵列,其宽度至少对应于季节性融化malovlazhnyh置换土壤的深度。在阵列的侧面包含一个或多个冷却段,这些冷却段具有陡峭的斜率“ i”,从而可以大大减少这些区域中的积雪。倾斜的“ i”冷却部分设置为(1:0)> i>(1:0.75)。可以在施工中的保温层上铺设巷道,该宽度等于相对的横向冷却阵列之间的距离加上每个方向上的冷却阵列横向宽度的一半。在阵列的冷却侧的外侧上可以设置宽度至少等于两个深度的绝缘层;绝缘层的宽度等于至少两个深度。在自然条件下,邻近凹地的土壤季节性融化。 1 bp f ly-1-yl。

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