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UNDERGROUND EXTERNAL WALL STRUCTURE AND METHOD FOR WATERPROOFING UNDERGROUND EXTERNAL WALL

机译:地下外墙的结构和防水方法

摘要

PROBLEM TO BE SOLVED: To prevent certainly the water from creeping on the underground external wall to flow out to indoors, allow sprading the internal space of basement, and omit the finishing process and also enhance work execution properties. SOLUTION: A waterproof form 14 having a water permeative buffer layer 24 and water leading layer 26 is driven into the underground part of an underground external wall 12, and a water leading trench 28a is formed at the bottom of this form 14. The bottom surface A of the trench 28a is located below the slab level B of the undermost story positioned underground. The leak water from the underground external wall 12 passes through the buffer layer 24, sinks down from the water leading layer 26, and is led to a spring trough 34 through the trench 28a and a drain pipe 32. The subsoil water, etc., is prevented from attaining the underground external wall 12 by the second panel 18 of the form 14. The form 14 is not overhung to the inside of the basement.
机译:解决的问题:为确保防止水在地下外墙上蔓延到室内,允许散布地下室的内部空间,并省略装修过程,并增强工作执行性能。解决方案:将具有透水缓冲层24和导水层26的防水模板14打入地下外墙12的地下部分,并在该模板14的底部形成导水槽28a。沟槽28a的A位于位于地下的最底层的板的平面B的下方。来自地下外壁12的泄漏水穿过缓冲层24,从导水层26下沉,并通过沟槽28a和排水管32被引导至弹簧槽34。地下土壤水等通过模板14的第二面板18,可防止模板14到达地下外壁12。模板14不悬于地下室的内部。

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