Composite prefabricated floor slab for fabricated building

A prefabricated panel and composite technology, applied in the direction of floors, buildings, building components, etc., can solve the problem that the pull-out test of small-sized steel bars fails to meet the connection quality requirements of the application technical regulations, and the quality of prefabricated buildings cannot be equal to that of cast-in-place buildings and grouting. Problems such as insufficient positioning of the sleeve anchoring steel bars to shorten the total construction period, improve the overall quality and performance, and enhance the overall stability and shock resistance.

Active Publication Date: 2019-08-09
CHINA MCC17 GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The basic maintenance period is required, the formwork and support system are required, and the follow-up work can only be carried out after reaching the design strength. The time and cost are the main components of the on-site installation period of the prefabricated building. 2. Partially used embedded casing grouting In the installation process of anchorage, there are also insufficient positioning of the anchorage steel bars of the grouting sleeve and insufficient reserved length, and the grouting anchorage is not solid. The design load requirements must be achieved only after the design strength of the grouting material is reached, and more temporary support systems are required to cooperate. Installation also takes up relatively high construction cost and period. 3. The pull-out test of the threaded connection part of the grouting sleeve of small-sized steel bars fails to meet the connection quality requirements of the application technical regulations. 4. The grouting of the sleeve grouting operation is not full and other phenomena, unable to meet the design anchoring strength requirements, the above-mentioned problems are mainly caused by the on-site installation and connection parts of the prefabricated building, which leads to the fact that the overall quality of the prefabricated building cannot be equal to that of the cast-in-place building.

Method used

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  • Composite prefabricated floor slab for fabricated building
  • Composite prefabricated floor slab for fabricated building
  • Composite prefabricated floor slab for fabricated building

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0026] from Figure 1-7 It can be seen that a composite prefabricated floor slab for prefabricated buildings in this embodiment includes a concrete prefabricated slab 12, a frame beam 3 is arranged at the edge of the concrete prefabricated slab 12, and the frame frame beam 3 is a solid core structure and Concrete prefabricated slabs 12 are poured and formed together, the main function is to ensure the overall stability of the floor slab and to ensure the function of forming high-strength connection nodes with the connected prefabricated beams, slabs and walls. The ring-shaped reinforced beam 4 is composed of no less than 4 ring bars, and the specification of the ring bars should be set according to the size and force of the prefabricated slab. The overlapping parts of the ribs can be set up densely, the frame beam 3 and the frame annular steel beam 4 are fixedly bound, and the inner interval of the concrete prefabricated slab 12 is embedded with a composite filling ring 5, whi...

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Abstract

The invention discloses a composite prefabricated floor slab for a fabricated building, and belongs to the technical filed of fabricated buildings. The composite prefabricated floor slab comprises a concrete prefabricated plate, composite filling rings are preburied on the inner side of the concrete prefabricated plate at intervals, a center tension anchor rebar system is arranged between every two adjacent composite filling rings, reinforcing bearing beams are arranged on the inner side of the concrete prefabricated plate at intervals, and bearing beam rebar trusses are arranged in the reinforcing bearing beams. According to the composite prefabricated floor slab, the composite filling rings are adopted to effectively decrease the overall weight of the prefabricated floor slab, meanwhile,the concrete pouring amount is decreased, the soundproof and heat-insulation effects of the prefabricated floor slab are reinforced, a complete rebar supporting system is formed by tension anchor rebar meshes, the center tension anchor rebar systems and the bearing beam rebar trusses, the work load of the prefabricated floor slab is borne, lots of work procedures, labor, costs, materials and timeare saved, and the easy-machining property of prefabricated components and the building overall quality performance are improved.

Description

technical field [0001] The invention relates to the technical field of prefabricated buildings, and more specifically relates to a composite prefabricated floor for prefabricated buildings. Background technique [0002] Prefabricated buildings refer to buildings assembled on site with prefabricated components. Its characteristics include several aspects: a large number of building parts are produced and processed by workshops; assembly of prefabricated components is completed on site; integrated design of construction and decoration, Construction; design standardization, management informatization; conforming to the requirements of green buildings. The current prefabricated building construction mainly has the following problems: 1. The prefabricated laminated slabs and on-site cast-in-place floors are used to complete the prefabricated building floors at the construction site. The basic maintenance period is required, the formwork and support system are required, and the fo...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C2/288E04B5/02E04C5/06
CPCE04C2/2885E04C2/50E04C5/06
Inventor 张新夏天明戚二舟唐华李浩
Owner CHINA MCC17 GRP
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