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US4283896A Expired / Lapsed US ⏱️ 0.0 years remaining

Tie anchor for sandwich panels of reinforced concrete

Assignee: Individual
•
Filing: 1979-08-30
•
Granted: 1981-08-18
•
Expires: 1999-08-30
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Abstract

Abstract Tie anchor for sandwich panels of reinforced concrete in the form of a metal strip of undulated zigzag shape whose loop portions are anchored in the concrete panel layers and whose connecting leg portions reach through the intermediate insulating layer. Two central leg portions of the tie anchor are oppositely inclined to form a rigid central connecting point between the panel layers, while all other leg portions are parallel, to allow for limited panel displacements, under unequal thermal expansion.

Inventors

  • 👤 Siegfried Fricker
  • 👤 Horst Reinkensmeier

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-07 18:48
CPC Classifications
E; E04; E04C; E04C2/00; E04C2/02; E04C2/04; E04C2/044; E04C2/30; E04C2/34; E04C2002/045; E04C2002/046

Claims Analysis

Total Claims: 5
Claim 1
Independent Claim 228 words
A tie anchor for sandwich panels and the like, particularly panels of the type which consist of inner and outer panel layers of concrete and an intermediate layer of an at least partially compressible thermally insulating material, the tie anchor comprising: a continuous strip or band of steel which is shaped into a series of undulations defined by opposing loop portions and substantially straight leg portions connecting the loop portions, the spacing between the opposing loop portions being such that they alternatingly reach into the inner and outer panel layers; and means for anchoring the opposing loop portions in the concrete of the associated inner and outer panel layers; and wherein at least one centrally located leg portion is a diagonal leg portion which is oriented at an angle to a transverse plane that is perpendicular to the panels, thereby serving as a diagonal brace between itsadjoining loop portions in the inner and outer panel; and the other leg portions on both sides f the central diagonal leg portion, or portions, resectively, are oriented parallel to each other and to te transverse plane, thereby serving as parallel links which, by bending within the thickness of the compressble intermediate layer, are capable of accommodating longitudinal displacements of their embedded opposing loop portions which occur, when the inner and outer panels expand and contract unequally in response to temperature changes.
Claim 2
Dependent Claim 228 words
A tie anchor for sandwich panels and the like, particularly panels of the type which consist of inner and outer panel layers of concrete and an intermediate layer of an at least partially compressible thermally insulating material, the tie anchor comprising: a continuous strip or band of steel which is shaped into a series of undulations defined by opposing loop portions and substantially straight leg portions connecting the loop portions, the spacing between the opposing loop portions being such that they alternatingly reach into the inner and outer panel layers; and means for anchoring the opposing loop portions in the concrete of the associated inner and outer panel layers; and wherein at least one centrally located leg portion is a diagonal leg portion which is oriented at an angle to a transverse plane that is perpendicular to the panels, thereby serving as a diagonal brace between itsadjoining loop portions in the inner and outer panel; and the other leg portions on both sides f the central diagonal leg portion, or portions, resectively, are oriented parallel to each other and to te transverse plane, thereby serving as parallel links which, by bending within the thickness of the compressble intermediate layer, are capable of accommodating longitudinal displacements of their embedded opposing loop portions which occur, when the inner and outer panels expand and contract unequally in response to temperature changes.
Claim 3
Dependent Claim 35 words
A tie anchor as defined in claim 1, wherein two leg portions which adjoin opposite ends of a central loop portion are diagonal leg portions, being so oriented that they form a V-shaped bracing structure.
Claim 4
Dependent Claim 40 words
A tie anchor as defined in claim 1 or claim 2, wherein the anchoring means includes aligned holes through at least some of the loop portions of the shaped strip, the holes being adapted for the insertion of anchoring rods.
Claim 5
Dependent Claim 33 words
A tie anchor as defined in claim 1 or claim 2, wherein the width of the steel strip is equal or greater than the thickness of the insulating layer of the sandwich panel.

References Cited (Backward Citations)

US2476433A Cited
US3494088A Cited
US3757482A Cited
DE2021192A1 Cited
DE2023363A1 Cited
DE2403717A1 Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1984-08-17 1985-02-16 1985-08-18 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1988-08-17 1989-02-16 1989-08-18 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1992-08-17 1993-02-16 1993-08-18 $7700.00 Window Closed / Lapsed

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