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METHOD FOR BUILDING PROTECTION AGAINST NON-UNIFORM SETTLEMENT

机译:一种针对非均匀沉降的建筑物保护方法

摘要

FIELD: building, particularly to protect building against non-uniform settlement.;SUBSTANCE: method involves erecting main foundation part having ┌-shaped depression at foundation base and arranged from outer foundation side so that support ledge is created; constructing ┘-shaped additional foundation part mating main one and spaced apart from main foundation part to create seating platform, which increases total building support area for building settlement, wherein the seating platform rests upon prepared sand bed or soil base; covering mating vertical surfaces of main and additional parts touching each other and inclined at 6-8° to main foundation part with bitumen mastic; laying waterproofing material. Seating platform of additional foundation part extends at, for instance, 6-8° angle to additional foundation part to improve coupling between foundation parts as both foundation parts have been brought into engagement. Lower base of additional foundation part is inclined at an angle of, for instance, 6-8° towards main foundation part. Building construction is carried out so that support ledge of main foundation part designed to support all building weight is over seating platform of additional foundation part and distance between the support ledge and the seating platform is equal to x, wherein x is maximal value of main building foundation part lowering during building settlement within the limits of elasto-indestructible building member deformation. Space defined between support ledge of main foundation part and seating platform of additional foundation part is filled with visco-plastic material.;EFFECT: increased operational strength, reliability and extended building life.;3 cl, 7 dwg
机译:领域:该方法包括在基础基座上竖立具有“ box”形凹陷的主基础部分,该基础部分从基础的外侧布置,从而形成支撑壁架。建造与主基座相配合并与主基座部分间隔开的形箱形附加基础部件,以形成座位平台,从而增加了用于建筑物沉降的总建筑支撑面积,其中,该平台搁置在准备好的沙床或土壤基座上;覆盖彼此接触并倾斜6-8度的主要零件和附加零件的配合垂直表面;与沥青乳香树脂混合至主要基础部分;铺设防水材料。附加基础部件的座台在例如6-8度延伸。由于两个基础部件都已接合,因此可以增加附加基础部件的角度,以改善基础部件之间的耦合。附加基础部件的下基座以例如6-8°的角度倾斜。朝向主要基础部分。进行建筑物建造时,被设计为支撑所有建筑物重量的主要基础部分的支撑壁架应位于附加基础部分的座台上,并且支撑壁架与座台之间的距离等于x,其中x为主要建筑的最大值在弹性稳定的建筑构件变形范围内,在建筑物沉降期间降低基础部分。主要基础部分的支撑壁架和附加基础部分的座台之间限定的空间用粘塑性材料填充;效果:增加了操作强度,可靠性并延长了建筑寿命; 3 cl,7 dwg

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