US1349166A - Retaining-wall for embankments - Google Patents
Retaining-wall for embankments Download PDFInfo
- Publication number
- US1349166A US1349166A US236484A US23648418A US1349166A US 1349166 A US1349166 A US 1349166A US 236484 A US236484 A US 236484A US 23648418 A US23648418 A US 23648418A US 1349166 A US1349166 A US 1349166A
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- US
- United States
- Prior art keywords
- wall
- ledges
- base
- embankment
- edge
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0275—Retaining or protecting walls characterised by constructional features cast in situ
Definitions
- the invention consists essentially of providing a series of pockets with orificed walls on one face of an upwardly disposed wall member with a base adapted to be embedded at the edge of an embankment of earth, gravel and the like so that the wall will be anchored in the edge part of the embankment by itsmaterial being received in the pockets as well as in the orilcesof the walls of the pockets.
- a further object of Vthe invention is to Aprovide a retaining wall adapted to be constructedso as to combine great strength and durability, ⁇ and which is susceptible .of being made in any suitable length and height.
- Figure 1 is a fragmentary view, partly broken away, showing a detail section of one form of retaining wall embodying my invention taken on the line4 I-I of Fig. 2 as well as showing the manner of its use for holding the edge of an embankment.
- Fig. 2 is a fragmentary view, partly broken away, showing a front elevation of the wall.
- Y Y' Fig. 3 is a fragmentary view, Vpartly broken awayj showing a rear elevation ot the wall
- a i Fig. l is a fragmentary view, partly brokenaway, showing a perspective of part of-my improved wall.
- the retaining wall has a longitudinally disposed base, as 10, which may be of any desired width, length and thickness, and protruding downwardly from the underside lengthwise of the edges of the base may be two flanges, as 11 and 12.
- Thebase 10 with the flanges 11 and 12 are partially, or entirely embedded in thev earth or gravel at the foot or edge of an embankment, as 13, when the wall is erected, in order to properly anchor the base.
- a wall 14 which may be disposed vertically, or on an incline toward the embankment.
- This wall is arranged toextend preferably upwardl from the top of the base 1() over the iange 1l, and this wall may be of a length similar to the length or" the base, besides being of any desired height and thickness.
- the upper edge of the wall may terminate with a flange or ledgeg which overhangs one face or" the wall in. opposed relation to the em-A bankment, and this flange isa great deal narrower in width than the base 10.
- VThe wall proper may also, as occasion requires, be reinforced in strength by constructing Vit with superimposed lengthwise protruding portions, as 16 and 17, of different thicknesses, the lthickest portion being adjacent to the base 10, as shown.
- web or extended members 18 are a number of web or extended members 18. These web members may be of any suitable number, besides vbeing of any desired thicknesses and widths so as to protrude the required distances from the wall 14.
- the web members- 18 are of heights whereby they extend vertically from the top of the base 10 to the overhanging ledge 15, and all of these members are constructed so that their free edges correspondingly taper from the edge 01' the base 10 which is over the flange 12 to the narrow ledge 15.
- the ledges of the row 19 are in alinement, while the ledges of the row 20 are also in alinement.
- These rows of ledges ⁇ are constructed so as to be preferably spaced equal distances between thev base 10 andthe top ledge 15 of the wall, and all Vof the ledges may be of sizes so that their free edges terminate at the free edges of the ver.;
- tical web members 18 By constructing the web members of the ledges to coact in-this manner, recesses or pockets,as 21, ⁇ are provided on one face of the wall 14 forv receiving the earth or gravelv of the embankment,
- the depending I flanges E211;L may be of widths so as to hang downwardly suitable distances from the ledges to form each ledge in 'somewhat a hook-shape Yfor serving to effectually gripthe material of the embankment.
- each of the ledges 19 and 2O may be one or a-number of spaced openings, as 22, 23, 211, and in each of the web members 18, between the base 10 and the ledge1'9 may be an opening 25, while in each web memberbetween the ledges 19 and 20 may also be an opening 26.
- the openings 22, 23,2% 25, 26 may be of any ldesired shapes and sizes, though I prefer to make these opening substantially square in shape ⁇ and of sufficient sizes to allow the material V of the embankment to pass therethrough when the material is delivered into the pockets 21 of the wall ⁇ 14.V
- the wall will thereby be 1 effectually anchored in the embankment by p making the pockets withorificed walls as well as by providing the flanges 21a -on the ledges 19 and 20.
- a yretaining wall the combination with a substantially flat horizontal base havinga wall member extending upwardly substantial from thev forward edge thereof, of superposed spaced horizontal hook-shaped ledges and Yspaced vertical web members extending rearwardly fromthe wall member and forming with the base and wall member superposedfrows of open pockets, said base being of greater width than the ledges, and said ledges being of reduced width from the lower-most one to thevuppermost one.
- the combinationV with a substantially flat horizontal base having a wall member extending upwardly substantial from the forwardY edge thereof, and provided with a narrow rearwardly proj ect-V ing ledge at the upper edge thereof, of superposed spaced v horizontal hook-shaped ledges'extending rearwardly from the wall member spaced from and ⁇ betweenthe upper and lower edges of the latter, said ledgesbe-v 'n ing of reduced width from the lowermost Y one to the uppermost one and havinglarge orifices therethrough, c andV spaced vertical rweb 5 members extending rearwardly from the wall'memberand intersecting said hook-
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- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
C. PAFF.
RETAINING WALL FOR EMBANKMENTS. APPLICATION FILED IIIAY 25, ISIS.
"1,349 166, Patented Aug. 10, 1920.
Il i Ml INVENTOR ATTORNE? CHARLES Parr, or NEW YORK, N. Y.
:aETArNINe-WALL ree 'nMBANKMENTs specification of Let-teleratent.
Patented Aug. 10, 1920.
Application filed May 25, 1918. Serial No. 236,484.
To-LZZ whom t may concern.' Y D Be it known that L CHARLES Parr, a citi-l zen of the UnitedStates, and a resident or New York, in the county of New York and State of New York, haveinvented a certain new and useful Improvement inlltetaining-v lValls for Embankments, of which the folconstruction work, and which is especially' adaptable of being built of cement, in order to save the expense', time and labor incident to constructing such walls of stone. The invention consists essentially of providing a series of pockets with orificed walls on one face of an upwardly disposed wall member with a base adapted to be embedded at the edge of an embankment of earth, gravel and the like so that the wall will be anchored in the edge part of the embankment by itsmaterial being received in the pockets as well as in the orilcesof the walls of the pockets.
A further object of Vthe invention is to Aprovide a retaining wall adapted to be constructedso as to combine great strength and durability,^and which is susceptible .of being made in any suitable length and height.
A practical embodiment of the invention is represented in the accompanying drawing which forms a part of this specification in which similar characters of reference indicate corresponding parts in all the views, the said invention being more Jfully described 'hereinafter and Vthen pointed out in the claimsvat the end of the description. y
` In the drawing, Figure 1 is a fragmentary view, partly broken away, showing a detail section of one form of retaining wall embodying my invention taken on the line4 I-I of Fig. 2 as well as showing the manner of its use for holding the edge of an embankment. Fig. 2 is a fragmentary view, partly broken away, showing a front elevation of the wall. Y Y' Fig. 3 is a fragmentary view, Vpartly broken awayj showing a rear elevation ot the wall, and A i Fig. l is a fragmentary view, partly brokenaway, showing a perspective of part of-my improved wall. Y
The retaining wall has a longitudinally disposed base, as 10, which may be of any desired width, length and thickness, and protruding downwardly from the underside lengthwise of the edges of the base may be two flanges, as 11 and 12. Thebase 10 with the flanges 11 and 12 are partially, or entirely embedded in thev earth or gravel at the foot or edge of an embankment, as 13, when the wall is erected, in order to properly anchor the base.
To support the required portion of the edge of the embankment I provide a wall 14 which may be disposed vertically, or on an incline toward the embankment. This wall is arranged toextend preferably upwardl from the top of the base 1() over the iange 1l, and this wall may be of a length similar to the length or" the base, besides being of any desired height and thickness. The upper edge of the wall may terminate with a flange or ledgeg which overhangs one face or" the wall in. opposed relation to the em-A bankment, and this flange isa great deal narrower in width than the base 10. VThe wall proper may also, as occasion requires, be reinforced in strength by constructing Vit with superimposed lengthwise protruding portions, as 16 and 17, of different thicknesses, the lthickest portion being adjacent to the base 10, as shown.
4Projectino` at spaced intervals from the face of the wall lll as well as being disposed in opposition to the embankment are a number of web or extended members 18. These web members may be of any suitable number, besides vbeing of any desired thicknesses and widths so as to protrude the required distances from the wall 14. The web members- 18 are of heights whereby they extend vertically from the top of the base 10 to the overhanging ledge 15, and all of these members are constructed so that their free edges correspondingly taper from the edge 01' the base 10 which is over the flange 12 to the narrow ledge 15.
Extending lengthwise ot the wall 14.- between the web members 18, projecting preferably from the upper terminals or" the pro truding portions 16 and 17 oi" the wall are rows'orn longitudinally disposed ledges 19 and v2O. The ledges of the row 19 are in alinement, while the ledges of the row 20 are also in alinement. These rows of ledges` are constructed so as to be preferably spaced equal distances between thev base 10 andthe top ledge 15 of the wall, and all Vof the ledges may be of sizes so that their free edges terminate at the free edges of the ver.;
and serving to anchor the-wall to the ein-- bankment on the underside of the free edge of each of the ledges 19 and 2O is a depending flangey 21a. v j
The depending I flanges E211;L may be of widths so as to hang downwardly suitable distances from the ledges to form each ledge in 'somewhat a hook-shape Yfor serving to effectually gripthe material of the embankment. In each of the ledges 19 and 2O may be one or a-number of spaced openings, as 22, 23, 211, and in each of the web members 18, between the base 10 and the ledge1'9 may be an opening 25, while in each web memberbetween the ledges 19 and 20 may also be an opening 26. The openings 22, 23,2% 25, 26 may be of any ldesired shapes and sizes, though I prefer to make these opening substantially square in shape `and of sufficient sizes to allow the material V of the embankment to pass therethrough when the material is delivered into the pockets 21 of the wall `14.V The wall will thereby be 1 effectually anchored in the embankment by p making the pockets withorificed walls as well as by providing the flanges 21a -on the ledges 19 and 20.
In the foregoing description, I have embodied the preferred form of my invention,
but I do not wish to be understood as limiting myself thereto, as I am aware that modifications may be made therein without departing from the principle, or secrificing any of the advantages of this invention, therefore I reserve to myself the right to make such changes as vfairly fall within the scope thereof. f
' i Having thus described my invention, I claim as new and desire to secure by Letters Patents-- f Y 1: In Lt-.retaining wall, the combiiuttionVV with a substantially flat horizontal base having a wall member extending upwardly subvstantia'l from thev forward edge thereof, of
4superposed spaced horizontal hook-shaped yledges and spaced vertical web members extending rearwardly from the wall member and forming Vwith the base and wall member superposed rows of openpockets, said ledges and web members having largeorifices therethrough, and said base beingoi' greater width than the ledges. v
2. In a yretaining wall, the combination with a substantially flat horizontal base havinga wall member extending upwardly substantial from thev forward edge thereof, of superposed spaced horizontal hook-shaped ledges and Yspaced vertical web members extending rearwardly fromthe wall member and forming with the base and wall member superposedfrows of open pockets, said base being of greater width than the ledges, and said ledges being of reduced width from the lower-most one to thevuppermost one.
8. In aretaining wall, the Vcombination with a substantially flat horizontal base having a wall member extending upwardly substantial from the forward edge thereof, of
superposed spacedv horizontal hook-shaped ledges extending rearwardly from the wall member substantially parallel with and above the base, said base being of greater width than the ledges, and each ledge having large orifices therethrough.`
4C. In a retaining wall, the combination c with a substantially flat horizontal base having a wall `:member extending upwardly substantijal from the forward edge thereof, and
i provided with a narrow rearwardlyV projetting ledge at the upper edge thereof, of superposed spaced horizontal hook-shaped ledges extending rearwardly from the wall member spaced from and between the upper and lower edgesof the latter, said ledges being of reduced width from the lowermost one toY theuppermost one and having large orifices therethrough, and spaced vertical web members v extending rearwardly from the wall member and intersecting said hookshaped ledges.`
5. In a retaining wall, the combinationV with a substantially flat horizontal base having a wall member extending upwardly substantial from the forwardY edge thereof, and provided with a narrow rearwardly proj ect-V ing ledge at the upper edge thereof, of superposed spaced v horizontal hook-shaped ledges'extending rearwardly from the wall member spaced from and `betweenthe upper and lower edges of the latter, said ledgesbe-v 'n ing of reduced width from the lowermost Y one to the uppermost one and havinglarge orifices therethrough, c andV spaced vertical rweb 5 members extending rearwardly from the wall'memberand intersecting said hook-
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US236484A US1349166A (en) | 1918-05-25 | 1918-05-25 | Retaining-wall for embankments |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US236484A US1349166A (en) | 1918-05-25 | 1918-05-25 | Retaining-wall for embankments |
Publications (1)
Publication Number | Publication Date |
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US1349166A true US1349166A (en) | 1920-08-10 |
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US236484A Expired - Lifetime US1349166A (en) | 1918-05-25 | 1918-05-25 | Retaining-wall for embankments |
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Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0079887A1 (en) * | 1981-06-01 | 1983-06-01 | Arthur F Hilsey | Multi-purpose precast concrete panels, and methods of constructing concrete structures employing the same. |
US4607985A (en) * | 1982-09-15 | 1986-08-26 | Taizo Nozawa | Block construction for preventing outflow of ballasts |
FR2586725A1 (en) * | 1985-09-05 | 1987-03-06 | Tedoldi Raphael | Method for producing retaining walls |
US4993872A (en) * | 1983-12-28 | 1991-02-19 | Con/Span Culvert Systems, Inc. | Precast concrete culvert system |
US5066169A (en) * | 1991-02-19 | 1991-11-19 | Gavin Norman W | Retaining wall system |
US5568999A (en) * | 1995-04-03 | 1996-10-29 | The Tensar Corporation | Retaining wall block system |
US5851088A (en) * | 1997-08-04 | 1998-12-22 | The Tensar Corporation | Modular retaining wall block system including wall blocks having replaceable dual purpose facing panels and removable spacing tabs |
US6213689B1 (en) * | 2000-04-12 | 2001-04-10 | Tokusuke Co., Ltd. | Construction unit for a retaining wall and a method for constructing the retaining wall |
US6991402B2 (en) | 2002-10-17 | 2006-01-31 | Stormtrap Llc | Methods and modules for an underground assembly for storm water retention or detention |
US20100226721A1 (en) * | 2009-03-05 | 2010-09-09 | Justin Ivan May | Module and Assembly for Managing the Flow of Water |
US11186979B2 (en) | 2018-12-14 | 2021-11-30 | Stormtrap Llc | Module and assembly for underground management of fluids for shallow-depth applications |
US11536017B2 (en) | 2016-10-26 | 2022-12-27 | Envirokeeper, LLC | Modular precast concrete water storage device and system |
US11879246B2 (en) | 2009-03-05 | 2024-01-23 | Stormtrap Llc | Module and method for managing water and other fluids |
-
1918
- 1918-05-25 US US236484A patent/US1349166A/en not_active Expired - Lifetime
Cited By (24)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0079887A1 (en) * | 1981-06-01 | 1983-06-01 | Arthur F Hilsey | Multi-purpose precast concrete panels, and methods of constructing concrete structures employing the same. |
EP0079887A4 (en) * | 1981-06-01 | 1985-10-14 | Arthur F Hilsey | Multi-purpose precast concrete panels, and methods of constructing concrete structures employing the same. |
US4607985A (en) * | 1982-09-15 | 1986-08-26 | Taizo Nozawa | Block construction for preventing outflow of ballasts |
US4993872A (en) * | 1983-12-28 | 1991-02-19 | Con/Span Culvert Systems, Inc. | Precast concrete culvert system |
FR2586725A1 (en) * | 1985-09-05 | 1987-03-06 | Tedoldi Raphael | Method for producing retaining walls |
US5066169A (en) * | 1991-02-19 | 1991-11-19 | Gavin Norman W | Retaining wall system |
US5568999A (en) * | 1995-04-03 | 1996-10-29 | The Tensar Corporation | Retaining wall block system |
US5851088A (en) * | 1997-08-04 | 1998-12-22 | The Tensar Corporation | Modular retaining wall block system including wall blocks having replaceable dual purpose facing panels and removable spacing tabs |
US6213689B1 (en) * | 2000-04-12 | 2001-04-10 | Tokusuke Co., Ltd. | Construction unit for a retaining wall and a method for constructing the retaining wall |
US20070099477A1 (en) * | 2002-10-17 | 2007-05-03 | Burkhart Philip J | Methods and modules for an underground assembly for storm water retention or detention |
US20060034662A1 (en) * | 2002-10-17 | 2006-02-16 | Burkhart Philip J | Methods and module for an underground assembly for storm water retention or detention |
US7160058B2 (en) | 2002-10-17 | 2007-01-09 | Stormtrap Llc | Methods and module for an underground assembly for storm water retention or detention |
US6991402B2 (en) | 2002-10-17 | 2006-01-31 | Stormtrap Llc | Methods and modules for an underground assembly for storm water retention or detention |
US7344335B2 (en) | 2002-10-17 | 2008-03-18 | Stormtrap Llc | Methods and modules for an underground assembly for storm water retention or detention |
US9428880B2 (en) | 2009-03-05 | 2016-08-30 | Stormtrap Llc | Module and method for managing water and other fluids |
US8770890B2 (en) | 2009-03-05 | 2014-07-08 | Stormtrap Llc | Module and assembly for managing the flow of water |
US20100226721A1 (en) * | 2009-03-05 | 2010-09-09 | Justin Ivan May | Module and Assembly for Managing the Flow of Water |
US9464400B2 (en) | 2009-03-05 | 2016-10-11 | Stormtrap Llc | Assembly for the detention or retention of water and other fluids |
US9951508B2 (en) | 2009-03-05 | 2018-04-24 | Stormtrap Llc | Assembly for detaining or retaining liquid beneath a ground surface |
US10267028B2 (en) | 2009-03-05 | 2019-04-23 | Stormtrap Llc | Module and method for managing water and other fluids |
US11186978B2 (en) | 2009-03-05 | 2021-11-30 | Stormtrap Llc | Module and method for managing water and other fluids |
US11879246B2 (en) | 2009-03-05 | 2024-01-23 | Stormtrap Llc | Module and method for managing water and other fluids |
US11536017B2 (en) | 2016-10-26 | 2022-12-27 | Envirokeeper, LLC | Modular precast concrete water storage device and system |
US11186979B2 (en) | 2018-12-14 | 2021-11-30 | Stormtrap Llc | Module and assembly for underground management of fluids for shallow-depth applications |
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