US1933483A - Wall construction - Google Patents
Wall construction Download PDFInfo
- Publication number
- US1933483A US1933483A US606475A US60647532A US1933483A US 1933483 A US1933483 A US 1933483A US 606475 A US606475 A US 606475A US 60647532 A US60647532 A US 60647532A US 1933483 A US1933483 A US 1933483A
- Authority
- US
- United States
- Prior art keywords
- piles
- wall
- sections
- king
- piling
- 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
Links
- 238000010276 construction Methods 0.000 title description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000004567 concrete Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 239000011178 precast concrete Substances 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 239000002184 metal Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000009736 wetting Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
Definitions
- a This invention relates to wall constructions and particularly to those consisting of a number of piles sunk into the ground. More specifically, it relates to those constructed of interlocked steel 5 sheet piles, such as are used along water fronts for retaining purposes.
- Figure 1 is a horizontal cross-section.
- Figure 2 is a cross-section from the line IIII in Figure 1.
- Figure 3 is a cross-section from the line III-III" g steel sheetpiling inserted in the ground with king in Figure 2.
- Figure 4 is a longitudinal cross-section of the invention when king piles are not used.
- Figure 5 is a cross-section from the line V-V in Figure 4.
- Figure 6 is a top plan of a modification.
- Figure 7 is a side elevation of Figure 6.
- These drawings show a Wall 1 of interlocke steel piling. This wall is strengthened by spaced king or master piles 2 which are fixed to these piles. These king piles extend some distance above the others and, if desired, may be strengthened by anchored tie-bars 3 in the usual manner.
- Pre-cast concrete wall'sections 4 having recesses in their side edges, which receive the king piles 2, rest on top of the piles 1. It is tobe noticed that they are arranged to cover all of the metal piling which is not completely submerged in the water, it being assumed that the wall in this particular instance is being used as a breakwater or the like. These recesses are sufiiciently large to permit .bonding material 5 to be arranged between the sections and the king piles 2 so that the whole structure is formed into a water-tight unity.
- a pre-cast ledge of concrete 6 is laid on the top of the wall sections 4.
- the various concrete sections may be supplied with reenforceothers, precast concrete wall sections having resteel sheet piling inserted in the ground with king ments, about which they are cast in the making.
- the concrete sections '4 maybe formed with re- 7 Deads in their bottom edges which receive the interlocked piling 1 so that the wall sections are properly positioned. Also, in the first instance mentioned, in case the tops of the piling 1 are irregularly alined, these recesses may be provided so that the individual piles can extend up intov them at varying distances. These bottom recesses 5 are also constructed large enough so that bonding material 5 may be placed between the various wall sections and the piling 6, preventing water creeping between the two.
- a wall comprising a plurality of interlocking piles spaced therealong and standing above the Fallss in their side edges receiving said king piles so their bottom portions are supported by the rest of said piles and bonding material between said sections and piles forming the whole into a watertight unity.
- a wall comprising a plurality of interlocking steel sheet piling inserted in the ground with king pilesspaced therealong and standing above the others, pro-cast concrete wall sections having re Steps in their side edges receiving said king piles and recesses in their bottom edges receiving the tops of the rest of said piles and bonding material between said sections and piles forming the whole into a water-tight unity.
- a wall comprising a plurality of interlocking piles spaced therealong and standing above the others, precast concrete wall sections having recesses in their side edges receiving said king piles and recesses in their bottom edges'receiving, the
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Description
Gd. 1933. R. P. PENNOYER WALL CONSTRUCTION Filed April 20, 1932 2 Sheets-Sheet 1 E4 YMOND f? PEN/v0 YER,
Patented Oct. 31, 1933 UNlT-ED STATES PATENT OFFICE WALL CONSTRUCTION Raymond P. Pennoyer, Pittsburgh, Pa. Application April 20, 1932. Serial No. 606,475
3 Claims. (ol. 61 39) A This invention relates to wall constructions and particularly to those consisting of a number of piles sunk into the ground. More specifically, it relates to those constructed of interlocked steel 5 sheet piles, such as are used along water fronts for retaining purposes.
One of the objects is to construct these walls with cement top portions, this being done for appearance, strength and to prevent excessive corrosion of the metal. It might be mentioned that metal piling does not corrode very much when completely submerged but is chiefly afiected'at the water line where acontinual wetting and drying occurs. Other objects will be understood from the following disclosure.
Having reference to the accompanying drawings:
Figure 1 is a horizontal cross-section.
Figure 2 is a cross-section from the line IIII in Figure 1.
Figure 3 is a cross-section from the line III-III" g steel sheetpiling inserted in the ground with king in Figure 2. i
Figure 4 is a longitudinal cross-section of the invention when king piles are not used.
Figure 5 is a cross-section from the line V-V in Figure 4.
Figure 6 is a top plan of a modification.
Figure 7 is a side elevation of Figure 6. These drawings show a Wall 1 of interlocke steel piling. This wall is strengthened by spaced king or master piles 2 which are fixed to these piles. These king piles extend some distance above the others and, if desired, may be strengthened by anchored tie-bars 3 in the usual manner.
"In case the wall does not include king piles 2 the concrete sections '4 maybe formed with re- 7 cesses in their bottom edges which receive the interlocked piling 1 so that the wall sections are properly positioned. Also, in the first instance mentioned, in case the tops of the piling 1 are irregularly alined, these recesses may be provided so that the individual piles can extend up intov them at varying distances. These bottom recesses 5 are also constructed large enough so that bonding material 5 may be placed between the various wall sections and the piling 6, preventing water creeping between the two.
Although a specific form of this wall construction has been shown and described in accordance with the patent statutes, it is not intended to limit the scope of the invention exactly thereto, except as defined .by the following claims.
I claim: I
1. A wall comprising a plurality of interlocking piles spaced therealong and standing above the cesses in their side edges receiving said king piles so their bottom portions are supported by the rest of said piles and bonding material between said sections and piles forming the whole into a watertight unity. v
2. A wall comprising a plurality of interlocking steel sheet piling inserted in the ground with king pilesspaced therealong and standing above the others, pro-cast concrete wall sections having re cesses in their side edges receiving said king piles and recesses in their bottom edges receiving the tops of the rest of said piles and bonding material between said sections and piles forming the whole into a water-tight unity. v
3. A wall comprising a plurality of interlocking piles spaced therealong and standing above the others, precast concrete wall sections having recesses in their side edges receiving said king piles and recesses in their bottom edges'receiving, the
tops of the rest of said piles and pre-cast concrete ledge sections laid on top of said wall sections.
, RAYMOND P. PENNOYER.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US606475A US1933483A (en) | 1932-04-20 | 1932-04-20 | Wall construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US606475A US1933483A (en) | 1932-04-20 | 1932-04-20 | Wall construction |
Publications (1)
Publication Number | Publication Date |
---|---|
US1933483A true US1933483A (en) | 1933-10-31 |
Family
ID=24428134
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US606475A Expired - Lifetime US1933483A (en) | 1932-04-20 | 1932-04-20 | Wall construction |
Country Status (1)
Country | Link |
---|---|
US (1) | US1933483A (en) |
Cited By (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2439606A (en) * | 1946-04-12 | 1948-04-13 | Hurt Joel | Retaining sea wall |
US4110990A (en) * | 1977-09-06 | 1978-09-05 | Isadore Thompson | Method and structure for rehabilitating sheet pile cellular coffer dams |
US4369004A (en) * | 1980-10-01 | 1983-01-18 | Schnabel Foundation Company | Earth retaining method and structure |
US4561804A (en) * | 1980-10-01 | 1985-12-31 | Schnabel Foundation Company | Earth retaining method |
FR2597898A1 (en) * | 1986-04-25 | 1987-10-30 | Jpm Prefabrication | Methods, concrete structures and prefabricated blocks for protecting the top of sheet piling |
EP0341193A2 (en) * | 1988-05-05 | 1989-11-08 | Krupp Hoesch Stahl AG | Head cover for a sheet pile, and method for installing a head cover on a sheet pile wall |
US5368416A (en) * | 1993-09-23 | 1994-11-29 | Cataldo;; Michael | Building component for a noise barrier retaining wall |
US5395185A (en) * | 1993-11-22 | 1995-03-07 | Schnabel Foundation Company | Method of temporarily shoring and permanently facing and excavated slope with a retaining wall |
US5400563A (en) * | 1991-03-26 | 1995-03-28 | Marylyn House | Combination column and panel barrier system and method of construction |
US5421558A (en) * | 1988-04-06 | 1995-06-06 | Vesper; Dale E. | Building wall construction |
US5435669A (en) * | 1992-09-11 | 1995-07-25 | Don Morin, Inc. | Laggin members for excavation support and retaining walls |
US5471811A (en) * | 1989-05-04 | 1995-12-05 | Marylyn House | Combination traffic barrier and retaining wall and method of construction |
US5551810A (en) * | 1994-06-08 | 1996-09-03 | Schnabel Foundation Company | Retaining wall with an outer face and method of forming the same |
US5588786A (en) * | 1989-05-04 | 1996-12-31 | Marylyn House | Combination retaining wall and method of construction |
US5588784A (en) * | 1995-06-07 | 1996-12-31 | Schnabel Foundation Company | Soil or rock nail wall with outer face and method of constructing the same |
US7278803B1 (en) | 2006-09-05 | 2007-10-09 | Jeff M Moreau | Corrugated asymmetrical retaining wall panel |
US20080170913A1 (en) * | 2006-10-23 | 2008-07-17 | Moreau Jeff M | Seawall connector for attachment of geogrid material |
US20090071094A1 (en) * | 2007-09-18 | 2009-03-19 | Franklin Dale Boxberger | Construction and design method |
US20100139183A1 (en) * | 2008-12-08 | 2010-06-10 | Klaus Eigl | Concrete panel |
-
1932
- 1932-04-20 US US606475A patent/US1933483A/en not_active Expired - Lifetime
Cited By (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2439606A (en) * | 1946-04-12 | 1948-04-13 | Hurt Joel | Retaining sea wall |
US4110990A (en) * | 1977-09-06 | 1978-09-05 | Isadore Thompson | Method and structure for rehabilitating sheet pile cellular coffer dams |
US4369004A (en) * | 1980-10-01 | 1983-01-18 | Schnabel Foundation Company | Earth retaining method and structure |
US4561804A (en) * | 1980-10-01 | 1985-12-31 | Schnabel Foundation Company | Earth retaining method |
FR2597898A1 (en) * | 1986-04-25 | 1987-10-30 | Jpm Prefabrication | Methods, concrete structures and prefabricated blocks for protecting the top of sheet piling |
US5421558A (en) * | 1988-04-06 | 1995-06-06 | Vesper; Dale E. | Building wall construction |
EP0341193A2 (en) * | 1988-05-05 | 1989-11-08 | Krupp Hoesch Stahl AG | Head cover for a sheet pile, and method for installing a head cover on a sheet pile wall |
EP0341193A3 (en) * | 1988-05-05 | 1990-12-05 | Hoesch Stahl Aktiengesellschaft | Head cover for a sheet pile, and method for installing a head cover on a sheet pile wall |
US5588786A (en) * | 1989-05-04 | 1996-12-31 | Marylyn House | Combination retaining wall and method of construction |
US5471811A (en) * | 1989-05-04 | 1995-12-05 | Marylyn House | Combination traffic barrier and retaining wall and method of construction |
US5400563A (en) * | 1991-03-26 | 1995-03-28 | Marylyn House | Combination column and panel barrier system and method of construction |
US5435669A (en) * | 1992-09-11 | 1995-07-25 | Don Morin, Inc. | Laggin members for excavation support and retaining walls |
US5368416A (en) * | 1993-09-23 | 1994-11-29 | Cataldo;; Michael | Building component for a noise barrier retaining wall |
US5395185A (en) * | 1993-11-22 | 1995-03-07 | Schnabel Foundation Company | Method of temporarily shoring and permanently facing and excavated slope with a retaining wall |
US5551810A (en) * | 1994-06-08 | 1996-09-03 | Schnabel Foundation Company | Retaining wall with an outer face and method of forming the same |
US5588784A (en) * | 1995-06-07 | 1996-12-31 | Schnabel Foundation Company | Soil or rock nail wall with outer face and method of constructing the same |
US7278803B1 (en) | 2006-09-05 | 2007-10-09 | Jeff M Moreau | Corrugated asymmetrical retaining wall panel |
US20080170913A1 (en) * | 2006-10-23 | 2008-07-17 | Moreau Jeff M | Seawall connector for attachment of geogrid material |
US20090071094A1 (en) * | 2007-09-18 | 2009-03-19 | Franklin Dale Boxberger | Construction and design method |
US7828497B2 (en) | 2007-09-18 | 2010-11-09 | Franklin Dale Boxberger | Construction and design method |
US20100139183A1 (en) * | 2008-12-08 | 2010-06-10 | Klaus Eigl | Concrete panel |
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