Laminated slab floor system and preparation method based on prestressed floor with truss
A technology of prestressed bottom plate and laminated plate, applied in the direction of floors, manufacturing tools, building components, etc., can solve the problems of small load bearing range, increased structural self-weight, poor shear resistance, etc., to reduce the self-weight of the floor and improve the construction The effect of speed, reducing the amount of reinforcement
Active Publication Date: 2017-07-04
山东华迪建筑科技有限公司
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Problems solved by technology
Ordinary flat prestressed concrete composite slabs rely on the rough surface on the upper surface of the base plate to combine with the concrete of the laminated layer, which resists section shear force and has poor shear resistance; prefabricated ribbed prestressed concrete composite slabs have concrete ribs, which are useful The ribs are easy to be damaged during the hoisting and transportation process, and it is not easy to pass through the steel bars; because of the ordinary steel bar truss laminated slabs, the plate stiffness is small and the required slab thickness is large because of the use of ordinary reinforced steel bars, which increases the weight of the structure, and The plate bears a small load range
Method used
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Embodiment 1
[0066] Reference attached Figure 23 , the truss 1 is an inverted V-shaped structure, and the material is steel bars, and the trusses 1 are connected as a whole through the truss steel bars 1-1.
Embodiment 2
[0068] Reference attached Figure 24 , the truss 1 includes three webs, and the tops of the three webs intersect at one point, and the trusses 1 are connected as a whole by truss reinforcement.
Embodiment 3
[0070] Reference attached Figure 25 , the truss 1 is an inverted triangle structure, and the material is steel bars, and the trusses 1 are connected as a whole through the truss steel bars.
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Abstract
The invention provides a laminated slab floor system based on a pre-stress baseplate with a truss and a preparation method of the same, wherein overall performance is good, the laminated slab has strong rigidity, a joint surface has strong shear capacity, and construction is convenient. The laminated slab floor system comprises a laminated floor slab and a supporting construction component connected to the laminated floor slab, wherein the laminated floor slab comprises a pre-fabricated baseplate, the truss and a cast-in-place laminated layer, the pre-fabricated baseplate comprises horizontal structural ribs, the bottom part of the truss is embedded in the pre-fabricated baseplate, the top part of the truss is higher than the upper surface of the pre-fabricated baseplate and embedded in the cast-in-place laminated layer, the cast-in-place laminated layer is disposed on the prefabricated baseplate, and hogging moment steel ribs are disposed inside the cast-in-place laminated layer; and the laminated floor slab is located on the supporting construction component, and the supporting construction component is a load bearing wall, a cast-in-place concrete beam, a ring beam, a cast-in-place concrete shear wall, a superposed beam, a prefabricated shear wall or a steel beam.
Description
technical field [0001] The invention relates to the field of building structures, in particular to a laminated slab floor system based on a prestressed floor with trusses and a preparation method. Background technique [0002] The industrialization of construction has become an inevitable trend in the development of my country's construction industry. It has become the mission of modern construction practitioners to transform the cast-in-place construction model into a prefabricated and assembled on-site construction model. [0003] At present, laminated slabs mainly include ordinary flat prestressed concrete laminated slabs, prefabricated ribbed prestressed concrete laminated slabs and ordinary reinforced truss laminated slabs. Ordinary flat prestressed concrete composite slabs rely on the rough surface on the upper surface of the base plate to combine with the concrete of the laminated layer, which resists section shear force and has poor shear resistance; prefabricated ri...
Claims
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IPC IPC(8): E04B5/38B28B23/04C04B28/00C04B28/04
Inventor 常青山郭庆亮付鹏王妙男梁聪张士兵谢玉昌孙华强耿磊逄鲁峰
Owner 山东华迪建筑科技有限公司



