US2011300343A1PendingUtilityA1
Composite Truss Panel Having Fluted Core
Individually held — no corporate assignee on recordPriority: Oct 1, 2008Filed: Aug 16, 2011Published: Dec 8, 2011
Est. expiryOct 1, 2028(~2.2 yrs left)· nominal 20-yr term from priority
B29C 70/30B32B 2307/72B32B 2307/718B32B 5/024B32B 27/06Y10T428/13B32B 2605/18B32B 5/24B29K 2995/0089B29L 2031/7172B32B 2307/558B32B 2260/046Y10T156/1025B32B 5/18Y10T428/24669B29D 99/0014B32B 2439/62B32B 2266/0214B32B 2307/50B32B 3/08E04C 2/34B32B 3/20B32B 2260/021B32B 2307/30B32B 27/065B32B 27/38B32B 3/18B32B 2307/304B32B 5/026B29D 24/004B32B 2262/106Y10T428/24628B32B 5/245Y10T428/24661B32B 27/18B32B 1/00
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Claims
Abstract
A composite truss structure employs a sandwich-in-sandwich construction in which a composite fluted core is sandwiched between two facesheets, and at least one structural foam stiffener is sandwiched within the core or between the facesheets and/or the core.
Claims
exact text as granted — not AI-modified1 . A composite truss panel, comprising:
a first and a second composite facesheets; a fluted core sandwiched between the first and second facesheets; and at least one stiffener between the first and second facesheets formed of low density structural foam.
2 . The composite truss panel of claim 1 , wherein:
the low density structural foam is a high temperature foam having a density between approximately 2 and 6 pounds per cubic foot.
3 . The composite truss panel of claim 1 , wherein:
the at least one stiffener is sandwiched between the first facesheet and the fluted core.
4 . The composite truss panel of claim 1 , further comprising:
a second stiffener formed of low density structural foam and sandwiched between the second facesheet and the fluted core.
5 . The composite truss panel of claim 1 , wherein the first and second facesheets diverge relative to each other.
6 . The composite truss panel of claim 1 , wherein:
the fluted core includes walls extending between the first and second facesheets, and the at least one stiffener member is sandwiched between adjacent ones of the walls.
7 . The composite truss panel of claim 1 , wherein:
the fluted core includes a plurality of hollow flutes joined together and allowing a gas to pass therethrough.
8 . The composite truss panel of claim 1 , wherein the at least one stiffener extends substantially parallel to the first and second facesheets.
9 . The composite truss panel of claim 1 , wherein the at least one stiffener extends in a direction from the first facesheet to the second facesheet.
10 . A composite truss panel, comprising:
a first sandwich including first and second facesheets and a fluted core sandwiched between and joined to the first and second facesheets; and a second sandwich disposed within the first sandwich, the second sandwich including at least one structural foam stiffener.
11 . The composite truss panel of claim 10 , wherein:
the at least one structural foam stiffener is formed from a high temperature foam having a density between approximately 2 and 6 pounds per cubic foot.
12 . The composite truss panel of claim 10 , wherein:
the fluted core includes walls extending between the first and second facesheets, and the second sandwich includes adjacent ones of the walls of the fluted core.
13 . The composite truss panel of claim 10 , wherein:
the at least one stiffener is sandwiched between the fluted core and one of the first and second facesheets.
14 . A composite truss panel, comprising:
first and second composite facesheets; a fluted core sandwiched between the first and second facesheets, the fluted core including a plurality of composite flutes, the flutes being generally hollow and having walls extending traverse to the first and second facesheets; and low density structural foam stiffeners between the walls of adjacent ones of the flutes; and, a low density structural foam stiffener between the fluted core and at least one of the first and second facesheets.Join the waitlist — get patent alerts
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