Method for providing a web with unique lines of weakness
US-9259848-B2 · Feb 16, 2016 · US
US10005197B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-10005197-B2 |
| Application number | US-201414301415-A |
| Country | US |
| Kind code | B2 |
| Filing date | Jun 11, 2014 |
| Priority date | Jun 12, 2013 |
| Publication date | Jun 26, 2018 |
| Grant date | Jun 26, 2018 |
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Official abstract text for this publication.
A web includes a curvilinear line of weakness. The curvilinear line of weakness includes a plurality of perforations. Each of the plurality of perforations is separated by a bond area. Each of the plurality of perforations has a perforation length and each bond area has a non-perforation length. In one embodiment, at least two of the perforations lengths are substantially equal. In an alternate embodiment, at least two of the non-perforations lengths are substantially equal. In yet another embodiment, at least two of the non-perforations lengths are substantially unequal and at least two of the perforation lengths are substantially unequal.
Opening claim text (preview).
What is claimed is: 1. A web comprising: a curvilinear line of weakness comprising at least two wavelengths, the curvilinear line of weakness comprising a plurality of perforations, wherein each of the plurality of perforations is separated by a bond area, and wherein each of the plurality of perforations has a perforation length and each bond area has a non-perforation length, wherein at least two of the non-perforation lengths are substantially unequal and at least two of the perforation lengths are substantially unequal, the curvilinear line of weakness has a perforation tensile strength of from about 1% to about 40% less than the perforation tensile strength of a straight line of weakness imparted to the web, as measured according to the Tensile Strength Test Method, wherein each of the wavelengths comprises a crest and a trough, and wherein the perforation lengths are substantially the same length at the crests and the troughs of the wavelengths and a different length between the crests and the troughs of the wavelengths, and wherein the non-perforation lengths are substantially the same length at the crests and the troughs of the wavelengths and a different length between the crests and the troughs of the wavelengths. 2. The web of claim 1 , wherein the curvilinear line of weakness has a failure total energy absorbed (TEA) of about 1% to about 50% less than the failure TEA of a straight line of weaknes. 3. The web of claim 1 , wherein the curvilinear line of weakness has a failure total energy absorbed (TEA) of at least about 5% less than the failure TEA of a straight line of weakness. 4. The web of claim 1 , wherein the web has a width of about 3.5 inches, and the distance of each of the wavelengths between adjacent crests or adjacent troughs of the wavelengths is about 50% of the width. 5. The web of claim 1 , wherein the wavelengths have an amplitude of about 2 inches. 6. The web of claim 1 , wherein the web has multiple curvilinear lines of weakness and the wavelengths of each curvilinear line of weakness have an amplitude of less than about 50% of the distance between adjacent curvilinear lines of weakness. 7. The web of claim 1 , wherein the perforation lengths are between 0.032 inches and 0.106 inches.
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