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Bearing platform structure and construction method thereof
The invention relates to a bearing platform structure and a construction method thereof. The bearing platform structure comprises a plurality of pile foundations; a notch is formed in the first bearing platform shell, and the bottom of the first bearing platform shell is fixed to the tops of the multiple pile foundations; the second bearing platform shell is arranged in a hollow mode, and one end of the second bearing platform shell is arranged on the outer wall of the first bearing platform shell in a sleeving mode; a first filling area is formed in the notch, and a second filling area is formed between the interior of the second bearing platform shell and the top surface of the notch; and concrete is poured in the first filling area and the second filling area, so that the first filling area forms a lower-layer bearing platform, and the second filling area forms an upper-layer bearing platform. Sectional type construction is achieved, the construction efficiency of the bearing platform is remarkably improved, construction measure investment is reduced, safety risks are reduced, and the bearing platform is simple in structure, clear in stress and convenient to operate.
本发明涉及一种承台结构及其施工方法,其包括:多个桩基;第一承台壳体,所述第一承台壳体内具有槽口,所述第一承台壳体的底部固定于多个所述桩基的顶部;第二承台壳体,所述第二承台壳体呈中空设置,所述第二承台壳体的一端套设于所述第一承台壳体的外壁;所述槽口的内部形成第一填充区域,所述第二承台壳体的内部与所述槽口的顶面之间形成第二填充区域;所述第一填充区域和所述第二填充区域内均浇筑有混凝土,以使所述第一填充区域形成下层承台,所述第二填充区域形成上层承台。本发明实现分段式施工,显著提高了承台的施工效率,减少施工措施投入和降低安全风险,且结构简单,受力明确,操作方便。
Bearing platform structure and construction method thereof
The invention relates to a bearing platform structure and a construction method thereof. The bearing platform structure comprises a plurality of pile foundations; a notch is formed in the first bearing platform shell, and the bottom of the first bearing platform shell is fixed to the tops of the multiple pile foundations; the second bearing platform shell is arranged in a hollow mode, and one end of the second bearing platform shell is arranged on the outer wall of the first bearing platform shell in a sleeving mode; a first filling area is formed in the notch, and a second filling area is formed between the interior of the second bearing platform shell and the top surface of the notch; and concrete is poured in the first filling area and the second filling area, so that the first filling area forms a lower-layer bearing platform, and the second filling area forms an upper-layer bearing platform. Sectional type construction is achieved, the construction efficiency of the bearing platform is remarkably improved, construction measure investment is reduced, safety risks are reduced, and the bearing platform is simple in structure, clear in stress and convenient to operate.
本发明涉及一种承台结构及其施工方法,其包括:多个桩基;第一承台壳体,所述第一承台壳体内具有槽口,所述第一承台壳体的底部固定于多个所述桩基的顶部;第二承台壳体,所述第二承台壳体呈中空设置,所述第二承台壳体的一端套设于所述第一承台壳体的外壁;所述槽口的内部形成第一填充区域,所述第二承台壳体的内部与所述槽口的顶面之间形成第二填充区域;所述第一填充区域和所述第二填充区域内均浇筑有混凝土,以使所述第一填充区域形成下层承台,所述第二填充区域形成上层承台。本发明实现分段式施工,显著提高了承台的施工效率,减少施工措施投入和降低安全风险,且结构简单,受力明确,操作方便。
Bearing platform structure and construction method thereof
一种承台结构及其施工方法
YANG ZHAO (Autor:in) / SONG YANG (Autor:in) / HU WEI (Autor:in) / LI FENG (Autor:in) / XIA WANXI (Autor:in) / CHEN HAIBO (Autor:in) / WANG YETAO (Autor:in) / CAI WEI (Autor:in) / DENG YUCHUAN (Autor:in) / GUO XINGCHUAN (Autor:in)
26.05.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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