US1013610A - Wall construction for dams or dikes. - Google Patents

Wall construction for dams or dikes. Download PDF

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Publication number
US1013610A
US1013610A US64035611A US1911640356A US1013610A US 1013610 A US1013610 A US 1013610A US 64035611 A US64035611 A US 64035611A US 1911640356 A US1911640356 A US 1911640356A US 1013610 A US1013610 A US 1013610A
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Prior art keywords
wall
wire
boulders
dikes
dams
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US64035611A
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William E Pedley
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/02Fixed barrages
    • E02B7/04Dams across valleys
    • E02B7/06Earth-fill dams; Rock-fill dams

Definitions

  • the object of the invention is to produce a wall which can be very cheaply constructed and repaired, and which will not require any special tools or skill in masonry.
  • Figure 1 is an end elevation of a wall constructed according to my invention.
  • Fig. 2 is a plan of a wall in process of construction.
  • Fig. 3 is a view similar to Fig. 1, showing only the lower portion of the wall, and illustrating a modified form.
  • Fig. 4 is a view similar to Fig. 1 but illustrating the manner in which the wall may be conveniently repaired in case of a wash-out occurring beneath it.
  • the side edges of the main run 5 of the wire .I attach side runs or side pieces 7, which are formed of a similar material and the adjacent edges of the side pieces 7 are attached to the sides of the main piece by lacings 8 of telegraph wire or similar material.
  • lacings 8 of telegraph wire or similar material.
  • the arrangement should be such that when the side runs 7 are connected together in this Way, the wire forms an envelop fabric or container for the stone forming the wall.
  • the runs or pieces of wire are formed of longitudinal Specification of Letters Patent.
  • wires 11 and transverse wires 12 which are attached together at their crossing points in any suitable manner.
  • the construction just described is useful when the ground upon which thewall is built is of light'character out. If this should occur, the wire envelop will still retain the boulders and prevent disintegration.
  • the main length 5 of the wire may be dispensed with and the wall may be retained simply by side runs 13 laced together at the top as in the first instance and connected at intervals at their lower edgesby cross wires or tie wires 14. These cross wires 1% prevent the lower edges of the wire envelop from separating, so that they will retain the 7 wall intact.
  • the wall can be readily repaired by placing boulders 16 on the upper side of the wall, which will restore its normal height, said boulders being retained by an auxiliary wire sheet 17, which envelops the boulders, the edges of the wire sheet 17 being secured at 18 and 19 to the main wire envelop of the wall.
  • the mesh of the wire will depend upon the size of the boulders employed but a square wire mesh of six inches will be used under most circumstances.
  • a structure ofthe class described having a body formed of boulders, side pieces formed of wire mesh connected together at their upper edges over said body,'and members passing under said boulders connecting the lower edges of said side pieces.
  • a Wall of the class described having a body formed of boulders, lengths of Wire mesh extending longitudinally of said body and ada ted to retain savi'd boulders, and longitudinal wires forming lacings connectingsaid wire lengths together.
  • a wall of the class described having main lengths of wire mesh at the base there- 'of, a body of boulders piled upon said main lengths, side lengths of wire mesh having their lower edges attached to the side edges of said main lengths and having their other edges connected together over said body;

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Revetment (AREA)

Description

Y W. E. PEDLEY. WALL CONSTRUCTION FOR DAMS 0R DIKES. APPLICATION FILED APR. 30, 1910. RENEWED JULY 24, 1911.
1 013 610" Patented Jan.2, 1912.
\ 9 Ivvzgerubor wilinsses. I wz'llz'am/E.Pedley WM 53 A v Application filed April 30, 1910, Serial No.558,663. Renewed July 24, 1911.
uirnn s'ra'rus Parana WILLIAM E. PEDLEY, OF RIVERSIDE, CALIFORNIA.
WALL CONSTRUCTION FOR DAMS OR DIKES.
- applied along the beds of streams which are dry at some seasons, but which may overfiow their banks at other seasons.
The object of the invention is to produce a wall which can be very cheaply constructed and repaired, and which will not require any special tools or skill in masonry.
In the annexed drawing which fully illust-rates my invention, Figure 1 is an end elevation of a wall constructed according to my invention. Fig. 2 is a plan of a wall in process of construction. Fig. 3 is a view similar to Fig. 1, showing only the lower portion of the wall, and illustrating a modified form. Fig. 4 is a view similar to Fig. 1 but illustrating the manner in which the wall may be conveniently repaired in case of a wash-out occurring beneath it.
Referr-ing'more particularly to the parts, in forming the wall I prefer to use three sheets or lengthsof wire commonly known as hog wire, I place a main length or main run 5 upon the ground, and build a wall 6 upon this main length, said wall being formed of large boulders or rocks. To
, the side edges of the main run 5 of the wire .I attach side runs or side pieces 7, which are formed of a similar material and the adjacent edges of the side pieces 7 are attached to the sides of the main piece by lacings 8 of telegraph wire or similar material. Having. completed the stone structure and having given it substantially the form in end elevation as illustrated in Fig. 1, I fold up the side pieces 7 so that their outer edges .9 are brought together, and these outer edges are then connected by a longitudinal lacing wire 10, which is applied in the same manner as the lacing wires 8. The arrangement should be such that when the side runs 7 are connected together in this Way, the wire forms an envelop fabric or container for the stone forming the wall. The runs or pieces of wire are formed of longitudinal Specification of Letters Patent.
and likely to be washed Serial No. 640,356.
wires 11 and transverse wires 12, which are attached together at their crossing points in any suitable manner. The construction just described is useful when the ground upon which thewall is built is of light'character out. If this should occur, the wire envelop will still retain the boulders and prevent disintegration.
, In some instances where the wall is formed upon hard soil or rock formation Patented Jan. 2,1912.
the main length 5 of the wire may be dispensed with and the wall may be retained simply by side runs 13 laced together at the top as in the first instance and connected at intervals at their lower edgesby cross wires or tie wires 14. These cross wires 1% prevent the lower edges of the wire envelop from separating, so that they will retain the 7 wall intact.
In case a wash-out should occur as indicated at 15 in Fig. 4. which tends to upset the wall or dislocate it, the wall can be readily repaired by placing boulders 16 on the upper side of the wall, which will restore its normal height, said boulders being retained by an auxiliary wire sheet 17, which envelops the boulders, the edges of the wire sheet 17 being secured at 18 and 19 to the main wire envelop of the wall.
The mesh of the wire will depend upon the size of the boulders employed but a square wire mesh of six inches will be used under most circumstances.
In this way I am able to form a wall or dam of very cheap construct-ion. Even if the wall will not prevent the passage of the water current when first erected, .earth will tend to deposit in the pockets between the boulders which will tend to make the wall impervious, and at all events the. wall can arrest the water currents to prevent the damage which might occur in adjacent property.
Having described my invention what I claim as new and desire to secure by Letters Patent is:
1. A wall formed of loose boulders, a retaining envelop formed of mesh holding said boulders in position, and transverse members attached at one end to the envelop on one side of said wall and at the other end of the saidenvelop to the other side of said wall to prevent said lower edges from separating outwardly.
-2. A structure ofthe class described, having a body formed of boulders, side pieces formed of wire mesh connected together at their upper edges over said body,'and members passing under said boulders connecting the lower edges of said side pieces.
3. A Wall of the class described, having a body formed of boulders, lengths of Wire mesh extending longitudinally of said body and ada ted to retain savi'd boulders, and longitudinal wires forming lacings connectingsaid wire lengths together.
4:. A wall of the class described, having main lengths of wire mesh at the base there- 'of, a body of boulders piled upon said main lengths, side lengths of wire mesh having their lower edges attached to the side edges of said main lengths and having their other edges connected together over said body;
a I said Wire mesh forming a container for 'said boulders and preventing the dislocation thereof. I
In Witness that I claim the foregoing I have-hereunto subscribed my name this 15th day of April, 1910.
WILLIAM PEDLEY.
v 'Witnesses: i i Y F. D. AMMEN, EDMUND A. STReUsE.
Copies of this patent may'be obtained for five cents each, by addressing vthe 0ommiss1oner of Patents, I
Washington, D. 0. v
US64035611A 1911-07-24 1911-07-24 Wall construction for dams or dikes. Expired - Lifetime US1013610A (en)

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US64035611A US1013610A (en) 1911-07-24 1911-07-24 Wall construction for dams or dikes.

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US64035611A US1013610A (en) 1911-07-24 1911-07-24 Wall construction for dams or dikes.

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