Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Double-sided laminated slab shear wall component
The invention discloses a double-sided laminated slab shear wall component. The double-sided laminated slab shear wall component comprises two prefabricated laminated slabs, wherein one side of a steel bar truss of each prefabricated laminated slab is exposed from one side of the prefabricated laminated slab to form a steel bar truss exposed section; the two prefabricated laminated slabs are oppositely arranged; the steel bar truss exposed sections of the two prefabricated laminated slabs are positioned on the opposite surfaces of the two prefabricated laminated slabs; the steel bar truss exposed sections on the two prefabricated laminated slabs are arranged in a staggered manner in the horizontal plane; and the two prefabricated laminated slabs are fixedly connected at intervals through a plurality of bolts and nuts. The two prefabricated laminated slabs in the component are fixedly connected through the bolts and the nuts, and the thickness of each prefabricated laminated slab can be prefabricated to be less than or equal to 5cm, so that the cast-in-place thickness between the two prefabricated laminated slabs can be greater than 10cm, and the strength requirement of a shear wall is met; and the staggered steel bar truss exposed sections are exposed from the opposite surfaces of the two prefabricated laminated slabs respectively, so that the strength of cast-in-place concrete between the two prefabricated laminated slabs is higher.
本发明公开了一种双面叠合板剪力墙构件，包括两预制叠合板，预制叠合板的钢筋衍架的一侧由预制叠合板的一面露出形成钢筋衍架裸露段，两预制叠合板相对设置，两预制叠合板的钢筋衍架裸露段位于其相向面，在水平面内两预制叠合板上的钢筋衍架裸露段交错设置，两预制叠合板由若干螺栓、螺母呈间距固定相连；该构件中的两预制叠合板间采用螺栓螺母固定连接，能将预制叠合板的厚度预制成小于等于5cm，从而能实现两预制叠合板间的现浇厚度大于10cm，达到了剪力墙的强度要求，另两预制叠合板的相对面分别露出相交错的钢筋衍架裸露段使两预制叠合板间的现浇混凝土强度更高。
Double-sided laminated slab shear wall component
The invention discloses a double-sided laminated slab shear wall component. The double-sided laminated slab shear wall component comprises two prefabricated laminated slabs, wherein one side of a steel bar truss of each prefabricated laminated slab is exposed from one side of the prefabricated laminated slab to form a steel bar truss exposed section; the two prefabricated laminated slabs are oppositely arranged; the steel bar truss exposed sections of the two prefabricated laminated slabs are positioned on the opposite surfaces of the two prefabricated laminated slabs; the steel bar truss exposed sections on the two prefabricated laminated slabs are arranged in a staggered manner in the horizontal plane; and the two prefabricated laminated slabs are fixedly connected at intervals through a plurality of bolts and nuts. The two prefabricated laminated slabs in the component are fixedly connected through the bolts and the nuts, and the thickness of each prefabricated laminated slab can be prefabricated to be less than or equal to 5cm, so that the cast-in-place thickness between the two prefabricated laminated slabs can be greater than 10cm, and the strength requirement of a shear wall is met; and the staggered steel bar truss exposed sections are exposed from the opposite surfaces of the two prefabricated laminated slabs respectively, so that the strength of cast-in-place concrete between the two prefabricated laminated slabs is higher.
本发明公开了一种双面叠合板剪力墙构件，包括两预制叠合板，预制叠合板的钢筋衍架的一侧由预制叠合板的一面露出形成钢筋衍架裸露段，两预制叠合板相对设置，两预制叠合板的钢筋衍架裸露段位于其相向面，在水平面内两预制叠合板上的钢筋衍架裸露段交错设置，两预制叠合板由若干螺栓、螺母呈间距固定相连；该构件中的两预制叠合板间采用螺栓螺母固定连接，能将预制叠合板的厚度预制成小于等于5cm，从而能实现两预制叠合板间的现浇厚度大于10cm，达到了剪力墙的强度要求，另两预制叠合板的相对面分别露出相交错的钢筋衍架裸露段使两预制叠合板间的现浇混凝土强度更高。
Double-sided laminated slab shear wall component
双面叠合板剪力墙构件
WU YUANTING (Autor:in) / LUO CHENG (Autor:in) / JIA DENGZHONG (Autor:in) / ZHENG YONGCHUN (Autor:in) / ZHANG TAO (Autor:in)
18.05.2021
Patent
Elektronische Ressource
Chinesisch
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