Reserved cast-in-place with assembled monolithic concrete slab

A concrete slab and prefabricated concrete technology, which is applied to floors, building components, buildings, etc., can solve the problems of increased seismic action of structures, increased thickness of laminated layers, and increased concrete consumption, so as to reduce earthquake action and reduce humidity. Operation, the effect of reducing the amount of use

Active Publication Date: 2016-05-18
沈阳建大工程检测咨询有限公司 +2
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, in addition to the low prefabrication rate in the factory, the current laminated floor slabs still have the following problems: 1) In order to improve the rigidity and bearing capacity of the prefabricated slab and meet the needs of installation and construction, truss reinforcement is added; laminated layer thickness
For this reason, the amount of concrete and steel bars has increased compared with the cast-in-place slab, the project cost has increased, and the self-weight of the structure has also increased the seismic action of the structure.

Method used

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  • Reserved cast-in-place with assembled monolithic concrete slab
  • Reserved cast-in-place with assembled monolithic concrete slab

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Embodiment Construction

[0008] The present invention will be described in detail below in conjunction with the accompanying drawings and embodiments.

[0009] In the present invention, for a floor slab with a design thickness of not less than 140mm, it is split into plates not greater than 1200mm*1200mm, grooves are reserved between the plates, and the steel bars in the grooves run through, and the prefabricated part is made by factory or nomadic mold. Concrete is poured into the groove to form an assembled monolithic concrete floor. The thickness of the concrete slab under the groove is not less than 60mm, and the height of the groove is not less than 80mm, such as figure 1 shown.

[0010] For floor slabs with a design thickness less than 140mm, split them into slabs of no more than 1200mm*1200mm, reserve slab seams with a width of 100mm-300mm between the slabs. The assembled integral concrete floor is formed by pouring concrete at the reserved slab joints on site, such as figure 2 shown.

[00...

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Abstract

The invention belongs to the field of civil engineering, and particularly relates to a concrete structure and an assembly type building structure. A reserved cast-in-situ strip assembly integral concrete floor slab consists of two parts including a prefabricated concrete floor slab and a cast-in-situ concrete slab strip, wherein the slab prefabricated part comprises concrete, steel bars and embedded elements, and the steel bars and the embedded elements are arranged inside the concrete. For the prefabricated concrete floor slab, a groove or a slab joint with smaller size only needs to be reserved, the prefabrication rate of the floor slab is improved, the on-site wet construction can be reduced, the on-site installation speed is accelerated, the integrality of the floor slab is enhanced, meanwhile, pipelines are arranged in the reserved groove or slab joint, the thickness of the floor slab is reduced, the concrete consumption is reduced, further, the dead weight of the structure is reduced, and the effect caused by earthquake on the structure is reduced.

Description

technical field [0001] The invention belongs to the field of civil engineering, and in particular relates to an assembled building structure and a concrete structure. Background technique [0002] In the current prefabricated concrete structure, the laminated floor slab has been widely used due to its advantages of reducing the modulus, reducing wet work, improving work efficiency and shortening the construction period. However, in addition to the low prefabrication rate in the factory, the current laminated floor slabs still have the following problems: 1) In order to improve the rigidity and bearing capacity of the prefabricated slab and meet the needs of installation and construction, truss reinforcement is added; The thickness of the overlay layer. For this reason, the amount of concrete and steel bars has increased compared with the cast-in-place slab, the project cost has increased, and the self-weight of the structure has also increased the seismic action of the stru...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B5/17
Inventor 刘明冷连志许硕娟马荣全苗冬梅范新海王广林陈昕周博李明泽张新郑奕霖
Owner 沈阳建大工程检测咨询有限公司
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