| 摘要 |
The load bearing wall is provided with a vertical bent panel (1) constructed of cuboidal blocks (2) and shaped into a set of separated pillars (3) combined in strips between the axes of vertical grooves (4) which, being covered by the internal finishing layer (5), function as service ducts running to the upper storeys between the tongues (6) of the narrowed ring beam (7). On the external side of the wall with vertical grooves (10), an insulating material layer (11) provided with a textural facade surface (12) is mounted. At the points of exceeded load bearing capacity of the separated pillars (3), a complete wall (13) or a ferroconcrete reinforcement (14) in the vertical grooves (4, 10) are constructed. |
