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HEATED low-rise buildings with a floor on warming the ground floors, erected on heaving subgrade

机译:加热的低层建筑,地面在地面上加温,竖在路基上

摘要

A heated low-rise building with a floor on warming ground overlap, erected on the heaving, subgrade with a depth of freezing is not more than 1.7 m, comprising weakly deepened foundations on a sand cushion under interior and exterior walls of the building, the sectional areas of the longitudinal and transverse reinforcement which define the bending points at non-uniform frost heaving base and side surfaces structurally protected against tangential forces frost heaving, ground floor on warming Overcoating , Interior and exterior walls with concrete belts placed at the bottom of the floor slabs, characterized in that the foundations for interior walls, exterior walls arranged transversely replaced beams simply supported on the outer bases, with the step of at least not more than 7.2 m and length of not more than 9.0 m, the area of ​​the longitudinal and transverse reinforcement to foundations outer determined taking into account the bending and torque determined by formuleM = Fe, wherein the torque M- 1 rm foundation at a distance from the transverse walls 0,51, where 1 - the distance between the transverse walls; F- resultant force frost heaving, kN load equal to 1 rm under the sole foundation of the building; e- distance from the resultant force to the surface plane of the basement, m anchoring the outer wall of the rotation base is carried out at a concrete ground thawing belts laid on the surface of the interior walls at the level of the bottom plate covering and are connected to zones on the outer walls, the cross section area of ​​the metal is determined by the anchor rods to the formula: a total area ankeruyuschi
机译:一栋加热的低层建筑,其地面与地面重叠,竖立在起伏的路基上,冻结深度不超过1.7 m,包括建筑物内外墙下方沙垫上的弱加深地基,纵向和横向钢筋的横截面区域,用于定义不均匀霜冻基座和侧面的弯曲点,并在结构上防止切向力霜冻,侧面为霜冻,加温时为地面,外涂层,内外墙均设有混凝土带楼板,其特征在于,内墙,外墙横向布置的地基取代了简单地支撑在外墙基础上的梁,台阶至少不超过7.2 m,长度不超过9.0 m,面积考虑到由公式M = Fe确定的弯曲和扭矩,确定对基础外部的纵向和横向钢筋,其中距横向壁0.51的距离处的扭矩M-1 rm基础,其中1-横向壁之间的距离; F-霜冻合力,在建筑物的唯一基础下的kN载荷等于1 rm;从合力到地下室表面的e距离,m固定旋转基座的外壁是在混凝土地面融化带上进行的,融化带铺设在内壁表面上,位于底板覆盖层的水平,并且连接到外墙上的区域,金属的横截面积由锚杆确定,公式如下:总面积ankeruyuschi

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