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US4269545A Expired / Lapsed US ⏱️ 0.0 years remaining

Retaining wall structure and method of constructing same

Assignee: Individual
•
Filing: 1979-07-18
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Granted: 1981-05-26
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Expires: 1999-07-18
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Abstract

Abstract A modular retaining wall structure comprises preformed reinforced concrete beams assembled with vertical post members to form the load supporting portion of the retaining wall. Portions of reinforcing bars extending from the beams engage the post members. Decorative coverings and integral fence structures are provided. Methods of constructing the retaining wall structure are also included.

Inventors

  • 👤 William C. Finney

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-02 13:15
CPC Classifications
E; E02; E02D; E02D29/00; E02D29/02; E02D29/0225; E02D29/0233; E02D29/0258; E02D29/0283

Claims Analysis

Total Claims: 19
Claim 1
Independent Claim 150 words
A wall structure comprising: first and second spaced post members; a plurality of beams stacked one upon the other to form a wall, a first one of said plurality of beams being further characterized as a first preformed concrete beam having reinforcing means disposed therein with first and second reinforcing means portions extending from first and second ends of said first beam, said first beam being located between said first and second post members with said first and second exposed reinforcing means portions engaging said first and second post members, respectively; and a first guide means for restricting lateral movement of said first beam relative to said first post member when said guide means is placed over an upper end of said first post member and for thereby guiding said first end of said first beam into place as said first beam is lowered relative to said first post member.
Claim 2
Dependent Claim 150 words
A wall structure comprising: first and second spaced post members; a plurality of beams stacked one upon the other to form a wall, a first one of said plurality of beams being further characterized as a first preformed concrete beam having reinforcing means disposed therein with first and second reinforcing means portions extending from first and second ends of said first beam, said first beam being located between said first and second post members with said first and second exposed reinforcing means portions engaging said first and second post members, respectively; and a first guide means for restricting lateral movement of said first beam relative to said first post member when said guide means is placed over an upper end of said first post member and for thereby guiding said first end of said first beam into place as said first beam is lowered relative to said first post member.
Claim 3
Dependent Claim 27 words
The wall structure of claim 1, wherein said guide means comprises a U-shape loop having first and second ends connected to said first exposed reinforcing means portion.
Claim 4
Dependent Claim 45 words
The wall structure of claim 1, wherein said reinforcing means includes first and second vertically spaced reinforcing bars each having an end extending from said first and second ends, respectively, of said first beam to form said first and second exposed reinforcing means portions, respectively.
Claim 5
Dependent Claim 58 words
The wall structure of claim 1, wherein said first beam includes front, top, rear and bottom surfaces, said top and bottom surfaces being sloped at an acute angle to the horizontal so that the top surface of said first beam is co-extensive with a bottom surface of a similar second beam stacked on top of said first beam.
Claim 6
Dependent Claim 13 words
The wall structure of claim 4, wherein said rear surface is channel shaped.
Claim 7
Dependent Claim 187 words
A retaining wall structure comprising: first and second spaced post members having lower ends thereof embedded in the earth; a plurality of beams stacked one upon the other to form a wall, a first one of said plurality of beams being further characterized as a first preformed concrete beam having reinforcing means disposed therein with first and second exposed reinforcing means portions extending from first and second ends of said first beam, said first beam being located between said first and second post members with said first and second exposed reinforcing means portions engaging said first and second post members, respectively, so that a lateral load from an earthen embankment is transferred to said first and second post members through said first and second exposed reinforcing means portions; and a first guide means for restricting lateral movement of said first beam relative to said first post member when said guide means is placed over an upper end of said first post member and for thereby guiding said first end of said first beam into place as said first beam is lowered relative to said first post member.
Claim 8
Dependent Claim 187 words
A retaining wall structure comprising: first and second spaced post members having lower ends thereof embedded in the earth; a plurality of beams stacked one upon the other to form a wall, a first one of said plurality of beams being further characterized as a first preformed concrete beam having reinforcing means disposed therein with first and second exposed reinforcing means portions extending from first and second ends of said first beam, said first beam being located between said first and second post members with said first and second exposed reinforcing means portions engaging said first and second post members, respectively, so that a lateral load from an earthen embankment is transferred to said first and second post members through said first and second exposed reinforcing means portions; and a first guide means for restricting lateral movement of said first beam relative to said first post member when said guide means is placed over an upper end of said first post member and for thereby guiding said first end of said first beam into place as said first beam is lowered relative to said first post member.
Claim 9
Dependent Claim 30 words
The retaining wall structure of claim 6, wherein said first and second exposed reinforcing means portions engage said first and second post members on sides thereof adjacent said earthen embankment.
Claim 10
Dependent Claim 32 words
The retaining wall structure of claim 6, wherein said guide means comprises a U-shape loop having first and second ends connected to said first exposed reinforcing means portion of said first beam.
Claim 11
Dependent Claim 46 words
The retaining wall structure of claim 6, wherein said reinforcing means includes first and second vertically spaced reinforcing bars each having an end extending from said first and second ends, respectively, of said first beam to form said first and second exposed reinforcing means portions, respectively.
Claim 12
Dependent Claim 41 words
The retaining wall structure of claim 6, wherein: said first and second post members extend upward past an uppermost beam of said wall; and said structure further comprises a fence connected between said first and second post members above said wall.
Claim 13
Dependent Claim 33 words
The retaining wall structure of claim 6, further comprising a cover means for covering a side of said wall opposite said earthen embankment, said cover being attached to one of said post members.
Claim 14
Dependent Claim 236 words
A retaining wall structure, comprising: first, second and third spaced post members having lower ends thereof embedded in the earth; a first stack of concrete beams located between said first and second post members, each of said beams of said first stack having upper and lower vertically spaced reinforcing bars disposed therein with end portions of said upper and lower reinforcing bars extending from first and second ends, respectively, of said beams, said end portions of said upper and lower reinforcing bars engaging said first and second post members, respectively, so that a lateral load from an earthen embankment is transferred to said first and second post members through said end portions of said upper and lower reinforcing bars; and a second stack of concrete beams located between said second and third post members, each of said beams of said second stack having upper and lower vertically spaced reinforcing bars disposed therein with end portions of said upper and lower reinforcing bars extending from first and second ends, respectively, of said beams of said second stack, said end portions of said upper and lower reinforcing bars of said beams of said second stack engaging said second and third post members, respectively, so that said end portions of said lower reinforcing bars of said beams of said first stack are located below said end portions of said upper reinforcing bars of adjacent beams of said second stack.
Claim 15
Dependent Claim 236 words
A retaining wall structure, comprising: first, second and third spaced post members having lower ends thereof embedded in the earth; a first stack of concrete beams located between said first and second post members, each of said beams of said first stack having upper and lower vertically spaced reinforcing bars disposed therein with end portions of said upper and lower reinforcing bars extending from first and second ends, respectively, of said beams, said end portions of said upper and lower reinforcing bars engaging said first and second post members, respectively, so that a lateral load from an earthen embankment is transferred to said first and second post members through said end portions of said upper and lower reinforcing bars; and a second stack of concrete beams located between said second and third post members, each of said beams of said second stack having upper and lower vertically spaced reinforcing bars disposed therein with end portions of said upper and lower reinforcing bars extending from first and second ends, respectively, of said beams of said second stack, said end portions of said upper and lower reinforcing bars of said beams of said second stack engaging said second and third post members, respectively, so that said end portions of said lower reinforcing bars of said beams of said first stack are located below said end portions of said upper reinforcing bars of adjacent beams of said second stack.
Claim 16
Independent Claim 206 words
A method of constructing a retaining wall structure, said method comprising the steps of: digging a trench; setting first and second spaced post members having lower ends thereof extending into the earth below a bottom of said trench; and placing a preformed concrete beam, having first and second reinforcing means portions extending from first and second ends of said beam, respectively, between said first and second post members and at least partially within said trench with said first and second exposed reinforcing means portions engaging said first and second post members, respectively, so that a lateral load from an earthen embankment is transferred to said first and second post members through said first and second exposed reinforcing means portions, said step of placing said preformed concrete beam including steps of: placing guide means of said first and second ends of said beam over upper ends of said first and second post members, said guide means including said first and second exposed reinforcing means portions; then lowering said beam relative to said post members; and thereby guiding said beam into place between said post members; and placing a second preformed beam between said first and second post members, said second beam being located above said first beam.
Claim 17
Independent Claim 206 words
A method of constructing a retaining wall structure, said method comprising the steps of: digging a trench; setting first and second spaced post members having lower ends thereof extending into the earth below a bottom of said trench; and placing a preformed concrete beam, having first and second reinforcing means portions extending from first and second ends of said beam, respectively, between said first and second post members and at least partially within said trench with said first and second exposed reinforcing means portions engaging said first and second post members, respectively, so that a lateral load from an earthen embankment is transferred to said first and second post members through said first and second exposed reinforcing means portions, said step of placing said preformed concrete beam including steps of: placing guide means of said first and second ends of said beam over upper ends of said first and second post members, said guide means including said first and second exposed reinforcing means portions; then lowering said beam relative to said post members; and thereby guiding said beam into place between said post members; and placing a second preformed beam between said first and second post members, said second beam being located above said first beam.
Claim 18
Dependent Claim 32 words
The method of claim 13, further comprising the step of covering sides of said first and second beams, opposite said earthen embankment, within a cover attached to one of said post members.
Claim 19
Dependent Claim 23 words
The method of claim 13, further comprising a step of connecting a fence between upper ends of said first and second post members.

References Cited (Backward Citations)

US1213188A Cited
US1693311A Cited
US2641448A Cited
US2574711A Cited
GB767562A Cited
US2695159A Cited
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US3114244A Cited
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USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1984-05-25 1984-11-24 1985-05-26 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1988-05-25 1988-11-24 1989-05-26 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1992-05-25 1992-11-24 1993-05-26 $7700.00 Window Closed / Lapsed

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