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MAINTENANCE METHOD OF FROZEN SOIL AND CONSTRUCTION METHOD OF FROZEN SOIL

机译:冻土的养护方法及冻土的施工方法

摘要

To provide a maintenance method of frozen soil and a construction method of frozen soil which can construct frozen soil in a short period and which can properly maintain frozen soil thickness by preventing thawing and excessive formation of a frozen soil.SOLUTION: A plurality of freezing pipes 5 are arranged on a freezing pipe arrangement line 3 on a ground 1. A horizontal freezing pipe 15 is disposed on a ground surface 1a near the freezing pipe arrangement line 3 as freezing promotion means for preventing temperature increase in the vicinity of the ground surface 1a, and a heat insulation material 17 is laid thereon. A freezing coolant is circulated inside the plurality of freezing pipes 5 with using the freezing promotion means, and frozen soil 11 is constructed so as to construct a frozen soil type impervious wall. Then, a thickness of the frozen soil 11 is estimated based on an underground temperature measured at a position of a temperature measuring pipe 7, and the frozen soil type impervious wall 9 is maintained and managed by using freezing suppression means such as an intermittent operation of the freezing pipe 5 in a section where the thickness is determined to be larger than a predetermined thickness 18 and using the freezing promotion means in a section where the thickness is determined to be smaller than the predetermined thickness..SELECTED DRAWING: Figure 2
机译:提供一种冻土的维护方法和一种冻土的构建方法,该方法可以在短期内建造冻土,并通过防止冻土解冻和过度形成而适当地保持冻土的厚度。解决方案:多根冻管如图5所示,在地面1上的冻结管配置线3上配置有水平冻结管15。在冻结管配置线3附近的地面1a上配置有水平冻结管15,作为防止冻结的手段,在地面1a附近使温度上升。然后,在其上放置隔热材料17。使用冷冻促进装置使冷冻冷却剂在多个冷冻管5内循环,并且构造冷冻土11以构造冷冻土类不透水壁。然后,基于在温度测量管7的位置处测量的地下温度来估计冷冻土壤11的厚度,并且通过使用诸如冰桶的间歇操作之类的冷冻抑制装置来维持和管理冷冻土壤类型的不透水壁9。在确定厚度大于预定厚度18的部分中使用冷冻管5,并在确定厚度小于预定厚度的部分中使用冷冻促进装置。图2

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