Coated structural member with improved crack resistance
A technology for structural components and coatings, applied in building components, coatings, manufacturing tools, etc., to solve problems such as inability to exhibit final appearance, poor adhesion to underlying substrates, and limiting system design and functionality
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
example 1
[0269] Example 1: Measuring the extraction force of a screw from a reinforced recess
[0270] Three samples each of five different substrates were assembled, including particle board and medium density fiberboard of the four types of ANSI grades M-0, M-1 , M-S, and M-2. One sample of each of the five types of substrates was coated to an average coating thickness of approximately 0.012 inches with EASTMAN™ CS10-1201 IF white resin sold from Eastman Chemical Company (Tennessee, USA).
[0271] The screw extraction force required to remove 1 inch of a #10 class AB screw from each uncoated and coated sample was measured for each type of substrate according to ASTM D1037 section 16. The diameter of the pilot hole is 0.125 inches, and the screw penetration depth is 0.667 inches. The results are summarized in Table 2 below.
[0272] Table 1: Screw extraction force test results
[0273] sample
Coated, Ib f
Uncoated, Ib f
ANSI M-0
258
273
ANSI...
example 2
[0277] Example 2: Preparing a Substrate for Strength Testing
[0278] By using an average density at 42 lb / ft 3 with 51 lb / ft 3 between the medium density fiberboard (MDF), to be formed respectively with the Figure 61 to Figure 63 A variety of substrates with similar cross-sectional shapes are shown in the split frame substrate 1764 . Fiberboard sold from Langboard Corporation (Georgia, USA) was formed into 18 individual substrates, each having a nominal length of about 3 inches (in Figure 63 Indicated as L s ) and a nominal thickness of about 0.35 inches to about 0.37 inches (at Figure 63 Expressed as dimension T in s ). In addition, six other substrates with similar cross-sectional shapes were also formed by using finger-joined pine (FJP) with the same nominal dimensions. The actual dimensions of each of these substrates are provided in Table 3 below.
[0279] Three MDF substrates and three FJP substrates (denoted as CO-1 to CO-3 and CO4 to CO6 respectively below...
example 3
[0285] Example 3: Strength testing of coated and uncoated substrates
[0286] Each substrate prepared in Example 2 above was independently strength tested to determine the achievable peak (maximum) load (lbs force) and peak (maximum) stress (pounds per square inch) for each substrate according to the following method .
[0287] Control Substrate CO-1 was placed into a 50kN MTS Insight material testing frame with a 0.629 inch diameter compression probe at Figure 65a to Figure 65c Shown as probe 1920 . The first control substrate CO-1 was placed in a "flush" position such that the outer edge of the compression probe 1920 was parallel to the outer edge of the substrate CO-1, as Figure 65a described, and then, begin compression of the substrate at a rate of 0.20 inches per minute. During compression, the load (force) and pressure.
[0288] Continue to compress the substrate until the substrate fractures or cracks, and the maximum load and pressure achieved just prior to fra...
PUM
| Property | Measurement | Unit |
|---|---|---|
| thickness | aaaaa | aaaaa |
| yield stress | aaaaa | aaaaa |
| thickness | aaaaa | aaaaa |
Abstract
Description
Claims
Application Information
Login to View More 


