Method for calculating initial rigidity of sandwich wallboard

A technology of initial stiffness and calculation method, applied to walls, using stable tension/pressure to test the strength of materials, building components, etc. The process is simple, manpower saving, and the effect of simplified calculation steps

Pending Publication Date: 2020-05-19
HEFEI UNIV OF TECH
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, the basic research on prefabricated concrete structures is still insufficient, especially because the sandwich wall panels have not been used for a long time in my country, and there is a lack of relevant theoretical research. Most structural properties can only be obtained by

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  • Method for calculating initial rigidity of sandwich wallboard
  • Method for calculating initial rigidity of sandwich wallboard
  • Method for calculating initial rigidity of sandwich wallboard

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Embodiment Construction

[0064] The present invention will be described in detail below in conjunction with specific embodiments.

[0065] by Figure 5 The sandwich wallboard shown is taken as an example. The parameters of the wallboard have been indicated in the figure, and the unit is mm. Known concrete elastic modulus E c =3.25×10 4 MPa, steel elastic modulus E s =2.0×10 5 MPa, reinforcement area A' in compression zone of inner (outer) slab s =0mm 2 , Area A of reinforcement in the tensile zone of the inner (outer) slab s =550mm 2 .

[0066] By step S1,

[0067] The steel bars in the outer leaf plate and inner leaf plate are converted into equivalent concrete,

[0068] Conversion formula for reinforcement in the compression zone of the outer leaf plate:

[0069] A' 外 =nA' s外

[0070] A' 外 Indicates the area of ​​steel bars in the compression zone of the outer leaf plate converted into equivalent concrete, A’ s外 Indicates the reinforcement area in the compression zone of the outer le...

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Abstract

The invention belongs to the field of fabricated concrete structures, and particularly relates to a method for calculating the initial rigidity of a sandwich wallboard. The sandwich wallboard comprises an outer vane board, an inner vane board and a sandwich layer arranged between the outer vane board and the inner vane board, and the outer vane board and the inner vane board are made of concrete loaded with reinforcing steel bars. The method comprises the following steps that S1, the reinforcing steel bars in the outer vane board and the inner vane board are converted into equivalent concrete;S2, the height x<outer> of a pressed area of the outer vane board and the height x<inner> of a pressed area of the inner vane board are obtained; S3, the equivalent inertia moment I<outer> of the outer vane board and the equivalent inertia moment I<inner> of the inner vane board are obtained; and S4, the initial rigidity of the sandwich wallboard is obtained through the following formula, whereinthe initial rigidity is equal to E<c> I<outer>+E<c> I<inner>. The method has the beneficial effects that the method for calculating the initial rigidity of the sandwich wallboard is provided, the initial rigidity of the sandwich wallboard is obtained through theoretical calculation, and a theoretical basis is provided for subsequent calculation of a fabricated structure.

Description

technical field [0001] The invention belongs to the field of prefabricated concrete structures, and in particular relates to a method for calculating the initial stiffness of a sandwich wall panel. Background technique [0002] The prefabricated concrete structure is a concrete structure assembled on-site with prefabricated components as the main force-bearing components by means of standardized design, factory manufacturing, assembly construction, and information management. In recent years, the country has vigorously promoted the development of prefabricated concrete buildings, and prefabricated concrete structures have made great progress. However, the mechanical properties and connection of prefabricated components are still the key to the safe development of prefabricated buildings. [0003] Bending stiffness is the ability of materials, components or structures to resist deformation under the action of external force. The calculation of bending stiffness is the basis ...

Claims

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Application Information

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IPC IPC(8): E04C2/288E04B2/00G01B21/02G01N3/14
CPCE04C2/2885E04C2/46G01B21/02G01N3/14
Inventor 赵春风叶昕曾超周磊
Owner HEFEI UNIV OF TECH
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