Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Deformation joint connecting structure for soil covering area of basement roof
The invention discloses a deformation joint connecting structure for a soil covering area of a basement roof. The deformation joint connecting structure comprises a concrete reverse ridge (9) arranged at the end of a low-span structural slab (3) and an outer flip floating slab (5) arranged at the upper end of a high-span structural slab (1). The height of the concrete reverse ridge (9) is smaller than that of the outer flip floating slab (5). The deformation joint connecting structure further comprises a waterproof roll (8) and a waterproof slab which are arranged between the concrete reverse ridge (9) and the outer flip floating slab (5) and used for edge covering. The first end of the waterproof roll (8) and the first end of the waterproof slab are fixed to the high-span structural slab (1) through screws. The second end of the waterproof roll (8) and the second end of the waterproof slab are laid on the outer wall of the concrete reverse ridge (9). According to the deformation joint connecting structure for the soil covering area of the basement roof, the form of an upper reverse concrete reverse ridge is changed into the form that the floating slab is additionally arranged on the high-span structural slab, the upper reverse concrete reverse ridge is omitted, and normal penetration of underground pipelines and the construction space of gardens are guaranteed.
本申请公开了一种地下室顶板覆土区域变形缝连接结构，包括设置于低跨结构板(3)端部的混凝土反坎(9)、设置于高跨结构板(1)上端的外挑飘板(5)，所述混凝土反坎(9)的高度低于外挑飘板(5)的高度，还包括设置于混凝土反坎(9)和外挑飘板(5)之间用于包边的防水卷材(8)和防水板，所述防水卷材(8)和防水板的第一端通过螺钉固定于高跨结构板(1)上，所述防水卷材(8)和防水板的第二端敷设于混凝土反坎(9)的外壁上。该地下室顶板覆土区域变形缝连接结构将上反混凝土反坎的形式改为高跨结构板增加飘板的形式，取消了上反的混凝土反坎，保证了地下管线的正常贯通和园林的施工空间。
Deformation joint connecting structure for soil covering area of basement roof
The invention discloses a deformation joint connecting structure for a soil covering area of a basement roof. The deformation joint connecting structure comprises a concrete reverse ridge (9) arranged at the end of a low-span structural slab (3) and an outer flip floating slab (5) arranged at the upper end of a high-span structural slab (1). The height of the concrete reverse ridge (9) is smaller than that of the outer flip floating slab (5). The deformation joint connecting structure further comprises a waterproof roll (8) and a waterproof slab which are arranged between the concrete reverse ridge (9) and the outer flip floating slab (5) and used for edge covering. The first end of the waterproof roll (8) and the first end of the waterproof slab are fixed to the high-span structural slab (1) through screws. The second end of the waterproof roll (8) and the second end of the waterproof slab are laid on the outer wall of the concrete reverse ridge (9). According to the deformation joint connecting structure for the soil covering area of the basement roof, the form of an upper reverse concrete reverse ridge is changed into the form that the floating slab is additionally arranged on the high-span structural slab, the upper reverse concrete reverse ridge is omitted, and normal penetration of underground pipelines and the construction space of gardens are guaranteed.
本申请公开了一种地下室顶板覆土区域变形缝连接结构，包括设置于低跨结构板(3)端部的混凝土反坎(9)、设置于高跨结构板(1)上端的外挑飘板(5)，所述混凝土反坎(9)的高度低于外挑飘板(5)的高度，还包括设置于混凝土反坎(9)和外挑飘板(5)之间用于包边的防水卷材(8)和防水板，所述防水卷材(8)和防水板的第一端通过螺钉固定于高跨结构板(1)上，所述防水卷材(8)和防水板的第二端敷设于混凝土反坎(9)的外壁上。该地下室顶板覆土区域变形缝连接结构将上反混凝土反坎的形式改为高跨结构板增加飘板的形式，取消了上反的混凝土反坎，保证了地下管线的正常贯通和园林的施工空间。
Deformation joint connecting structure for soil covering area of basement roof
一种地下室顶板覆土区域变形缝连接结构
CHEN ZEYU (Autor:in) / ZHUANG DAOLONG (Autor:in) / LI XUHUI (Autor:in) / GUO SHIXIAN (Autor:in) / HUANG ZHENG (Autor:in) / WU HAOSI (Autor:in)
18.01.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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