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Structure for completely separating top of retaining wall from main body structure
The invention relates to the technical field of constructional engineering, in particular to a structure for completely separating the top of a retaining wall from a main structure, which comprises the retaining wall, a lifting lug and the main structure, and the main structure comprises a structural column, a structural beam and a main structure floor; a plurality of structural columns are arranged in the length direction of the retaining wall and are completely separated from the retaining wall; a structural beam is transversely erected above the structural columns, and the side face of the structural beam is separated from the side face of the top of the retaining wall by 50-100 mm; one side, far away from the lifting lug, of the structural beam is connected with a main body structural floor slab; wherein the lifting lug is arranged above the retaining wall, and a slit is formed between the lifting lug and the retaining wall. The height of the retaining wall is 4 meters or below, the top of the retaining wall is completely separated from a main body structure, it is ensured that the structural rigidity of the retaining wall does not affect the overall rigidity of the main body structure, the problem that the structural torsion effect is large under an earthquake is effectively avoided, and the displacement ratio between structural layers meets the standard requirement.
本发明涉及建筑工程技术领域,尤其是涉及一种挡土墙顶部与主体结构完全脱开的结构,包括挡土墙、挑耳和主体结构,主体结构包括结构柱、结构梁和主体结构楼板;结构柱沿挡土墙长度方向设置有若干个,并与挡土墙完全脱开;结构柱上方横架结构梁,结构梁侧面与挡土墙顶部侧面脱开50‑100mm;结构梁侧面连接挑耳,远离挑耳的一侧连接主体结构楼板;其中挑耳设置于挡土墙上方并与挡土墙存在狭缝。本发明的挡土墙高度为4米及以下,挡土墙顶部与主体结构完全脱开,确保挡土墙结构刚度不影响主体结构的整体刚度,有效避免了地震下结构扭转效应较大的问题,使得结构层间位移比满足规范要求。
Structure for completely separating top of retaining wall from main body structure
The invention relates to the technical field of constructional engineering, in particular to a structure for completely separating the top of a retaining wall from a main structure, which comprises the retaining wall, a lifting lug and the main structure, and the main structure comprises a structural column, a structural beam and a main structure floor; a plurality of structural columns are arranged in the length direction of the retaining wall and are completely separated from the retaining wall; a structural beam is transversely erected above the structural columns, and the side face of the structural beam is separated from the side face of the top of the retaining wall by 50-100 mm; one side, far away from the lifting lug, of the structural beam is connected with a main body structural floor slab; wherein the lifting lug is arranged above the retaining wall, and a slit is formed between the lifting lug and the retaining wall. The height of the retaining wall is 4 meters or below, the top of the retaining wall is completely separated from a main body structure, it is ensured that the structural rigidity of the retaining wall does not affect the overall rigidity of the main body structure, the problem that the structural torsion effect is large under an earthquake is effectively avoided, and the displacement ratio between structural layers meets the standard requirement.
本发明涉及建筑工程技术领域,尤其是涉及一种挡土墙顶部与主体结构完全脱开的结构,包括挡土墙、挑耳和主体结构,主体结构包括结构柱、结构梁和主体结构楼板;结构柱沿挡土墙长度方向设置有若干个,并与挡土墙完全脱开;结构柱上方横架结构梁,结构梁侧面与挡土墙顶部侧面脱开50‑100mm;结构梁侧面连接挑耳,远离挑耳的一侧连接主体结构楼板;其中挑耳设置于挡土墙上方并与挡土墙存在狭缝。本发明的挡土墙高度为4米及以下,挡土墙顶部与主体结构完全脱开,确保挡土墙结构刚度不影响主体结构的整体刚度,有效避免了地震下结构扭转效应较大的问题,使得结构层间位移比满足规范要求。
Structure for completely separating top of retaining wall from main body structure
一种挡土墙顶部与主体结构完全脱开的结构
TANG FANGYUAN (Autor:in) / ZHANG TAO (Autor:in) / DING ZHUHONG (Autor:in) / MIN ZIHAN (Autor:in) / LI FENGCHEN (Autor:in)
24.06.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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