空心板与非承重墙关系有以下几种: 1.相切:正好满铺,要求板一侧不伸入墙体内。 2.相离:板侧与非承重墙间有空隙。 (1)空隙宽度在120毫米以内用挑砖补缝。 (2)空隙宽度大于120毫米,采用部分现浇混凝土。如设计无要求时,可配置φ8～φ10@100受力筋,并放置φ4@250～φ6.5 The relationship between the hollow slab and the non-load-bearing wall is as follows: 1. Tangency: It is exactly full and requires that the side of the slab does not extend into the wall. 2.Disengagement: There is a gap between the board side and the non-load bearing wall. (1) The width of the gap is less than 120 mm. (2) The gap width is more than 120 mm, and part of the cast-in-place concrete is used. If the design is not required, you can configure φ8～φ10@100 stressed tendons and place φ4@250～φ6.5