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A platform for research: civil engineering, architecture and urbanism
Prefabricated basement prefabricated connecting structure
The invention discloses an assembly type basement prefabricated connecting structure which comprises a plurality of prefabricated parts, pouring cavities are formed in the matched end sides of the prefabricated parts, and reinforcement structures are correspondingly embedded in the pouring cavities for cast-in-place reinforcement; the reinforcing plate is correspondingly arranged in the turning position of the pouring cavity of the prefabricated part, the whole reinforcing plate is in a V shape, the V-shaped included angle alpha of the reinforcing plate is not larger than 90 degrees, triangular reinforcement structures are formed on the two end sides of the reinforcing plate, and limiting reinforcing ribs capable of penetrating through the triangular reinforcement structures are arranged, so that the bending resistance of the reinforcing plate is improved. According to the fabricated basement prefabricated connecting structure, the reinforcing plates are arranged at the turning positions of the pouring cavities of the prefabricated parts, the triangular reinforcement structures are formed on the end sides of the reinforcing plates, and the limiting reinforcing ribs capable of penetrating through the reinforcing plates are arranged, so that the overall bending resistance can be further improved.
本发明公开了一种装配式地下室预制连接结构，包括：若干预制件，其相互配合的端侧成型有浇筑空腔，并对应的在浇筑空腔内预埋有配筋结构进行现浇加固；还包括加强板件，其对应设置在预制件浇筑空腔的转折处内，且整体呈V型设置，其V型夹角α不大于90°，并在加强板件的两端侧形成三角状的配筋结构，并设置可穿设该三角状配筋结构的限位加强筋，以增加加强板件抵抗弯折的能力。本发明的装配式地下室预制连接结构，通过在预制构件浇筑空腔的转折处设置加强板件，加强板件端侧形成三角状配筋结构，并设置可穿设加强板件的限位加强筋，可进一步增加整体的抗弯折性。
Prefabricated basement prefabricated connecting structure
The invention discloses an assembly type basement prefabricated connecting structure which comprises a plurality of prefabricated parts, pouring cavities are formed in the matched end sides of the prefabricated parts, and reinforcement structures are correspondingly embedded in the pouring cavities for cast-in-place reinforcement; the reinforcing plate is correspondingly arranged in the turning position of the pouring cavity of the prefabricated part, the whole reinforcing plate is in a V shape, the V-shaped included angle alpha of the reinforcing plate is not larger than 90 degrees, triangular reinforcement structures are formed on the two end sides of the reinforcing plate, and limiting reinforcing ribs capable of penetrating through the triangular reinforcement structures are arranged, so that the bending resistance of the reinforcing plate is improved. According to the fabricated basement prefabricated connecting structure, the reinforcing plates are arranged at the turning positions of the pouring cavities of the prefabricated parts, the triangular reinforcement structures are formed on the end sides of the reinforcing plates, and the limiting reinforcing ribs capable of penetrating through the reinforcing plates are arranged, so that the overall bending resistance can be further improved.
本发明公开了一种装配式地下室预制连接结构，包括：若干预制件，其相互配合的端侧成型有浇筑空腔，并对应的在浇筑空腔内预埋有配筋结构进行现浇加固；还包括加强板件，其对应设置在预制件浇筑空腔的转折处内，且整体呈V型设置，其V型夹角α不大于90°，并在加强板件的两端侧形成三角状的配筋结构，并设置可穿设该三角状配筋结构的限位加强筋，以增加加强板件抵抗弯折的能力。本发明的装配式地下室预制连接结构，通过在预制构件浇筑空腔的转折处设置加强板件，加强板件端侧形成三角状配筋结构，并设置可穿设加强板件的限位加强筋，可进一步增加整体的抗弯折性。
Prefabricated basement prefabricated connecting structure
装配式地下室预制连接结构
LI JUN (author) / DENG LIBIN (author)
2023-01-17
Patent
Electronic Resource
Chinese
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