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Method of constructing a foundation in combination with the foundation slab for residential buildings, and foundation constructed according to this method in combination with the foundation slab

机译:结合住宅楼的基础板建造地基的方法,以及根据该方法结合地基板建造的地基

摘要

In the known methods, the foundation is encased on the outside in its upper area and produced with concrete of appropriate quality; in this case the foundation slab rests on top and has then to be reinforced. If it is desired to dispense with the reinforcement, formwork is erected on either side in the upper area at the floor slab level, which requires much effort. These known methods are laborious and expensive. The aim of the invention is to cut down on materials and labour at least in the case of residential buildings with basements. The solution consists in a method according to which the foundation (1), at a given foundation width b, is dimensioned in depth d in such a way as not to go below the lower limit of the ratio of foundation depth d to (b-c) as a function of the strength class of the foundation concrete Bn and the soil pressure p, and then concrete is poured (3) to the width b and depth d in the soil (2), and then hollow concrete blocks (4) with the openings to the top (5) are laid to the width c on the foundation (1), concrete (3) is poured into the openings (5) and insulating board (7) is attached to the surfaces (6) of the hollow concrete blocks (4) which point to the inside, and a gravel layer (8) is placed half way up the foundation (1), the foundation slab (10) being poured into the formwork (9) formed by the hollow concrete blocks (4). A foundation constructed according to the method in combination with the foundation slab is ... in Figure 3 ... Original abstract incomplete. IMAGE
机译:在已知的方法中,将地基外部包裹在其上部区域中,并用适当质量的混凝土生产。在这种情况下,基础板放置在顶部,然后必须进行加固。如果需要省去钢筋,则在楼板水平的上部区域的任一侧竖立模板,这需要大量的努力。这些已知方法费力且昂贵。本发明的目的是至少在具有地下室的住宅建筑物中减少材料和劳力。该解决方案包括一种方法,根据该方法,在给定的基础宽度b下,基础(1)在深度d中的尺寸应设置为不低于基础深度d与(bc)之比的下限根据基础混凝土Bn的强度等级和土压力p的函数,然后将混凝土浇筑(3)到土壤(2)中的宽度b和深度d(2),然后将空心混凝土块(4)顶部(5)的开口被铺设到基础(1)上的宽度c处,将混凝土(3)倒入开口(5)中,并且绝缘板(7)连接到空心混凝土的表面(6)指向内部的砌块(4),并在基础(1)的一半处放置砾石层(8),将基础板(10)倒入由空心混凝土砌块(4)形成的模板(9)中)。在图3中,根据该方法构造的基础与基础板组合而成……原始抽象不完整。 <图像>

著录项

  • 公开/公告号DE3339099A1

    专利类型

  • 公开/公告日1985-05-09

    原文格式PDF

  • 申请/专利权人 MICHELHANS;

    申请/专利号DE19833339099

  • 发明设计人 MICHELHANS;

    申请日1983-10-28

  • 分类号E02D27/01;

  • 国家 DE

  • 入库时间 2022-08-22 07:57:28

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