US486887A - Anchor-riprap - Google Patents
Anchor-riprap Download PDFInfo
- Publication number
- US486887A US486887A US486887DA US486887A US 486887 A US486887 A US 486887A US 486887D A US486887D A US 486887DA US 486887 A US486887 A US 486887A
- Authority
- US
- United States
- Prior art keywords
- fascines
- fascine
- anchor
- riprap
- 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
- 239000011435 rock Substances 0.000 description 6
- 241000609240 Ambelania acida Species 0.000 description 5
- 239000010905 bagasse Substances 0.000 description 5
- 239000004463 hay Substances 0.000 description 5
- 239000004576 sand Substances 0.000 description 5
- 239000010902 straw Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 239000011230 binding agent Substances 0.000 description 2
- 241000209504 Poaceae Species 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 239000004575 stone Substances 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
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
Definitions
- ATENT DAVID NEALE or FORT CALHOUN, NEBRASKA.
- My invention relates to improvements in riprapping by the use of anchored fascines of difierent sizes and construction, modified to suit the particular requirements of each case; and the objects of my improvement are, first, to provide a fascine that is nearly self-anchoriug, thus lessening the liability of breaking cables and the giving away of anchor-piles or rocks when the fascines are first deposited and before they have accumulated sufficient I silt or sand to weigh them down, and, second,
- FIG. 1 is a side elevation of a self-anchoring fascine as used continuously, a portion of the downstream end, as well as the part of a fascine to which it is attached, being shown in longitudinal section on the broken linet d of Fig. 2.
- Fig. 2 is an elevation of the lower or downstream end of Fig. 1 with a part of the inclosing end 26 removed to show the inner construction.
- Fig. 3 is a vertical cross-section on the broken line 9 b of Fig.
- FIG. 4 is an enlarged view of a double or trans- Versely-bound bundle, generally made of long marsh-hay or other coarse grasses, or may be made of ordinary hay, straw, or bagasse.
- Fig. 5 is a sectional View of Fig. 4, showing the manner of weightingthe same by inclosing a sack of sand or a rock, as shown.
- FIG. 1 is illustrated the manner of making fascines self-anchoring.
- a central log or core 28 has radial arms 32 32, 650., projecting through the envelope of brush, the ends receiving thebinding-wires 33 33,&c.
- the downstream ends of these fascines are provided with a hopper-shaped pocket, the open or flaring end downstream, and are constructed of four angle-timbers 29 29 29 29, attached near the downstream end of the core 28 toa square furring 30'. They then radiate diagonally downward and outward, forming the oblique angles of a right-square pyramid of which the core-log is the axis.
- the lower ends are supported by the bars 30, which are supported at their centers by the arms 31 31, &c.
- the diagonal sides 27 27, &c. are then planked, the lower ends projecting beyond the bars 30 30, &c., as also do the lower ends of the an gle-timbers 29. These also project away from the core beyond the diameter of the round portion of the fascine. It is sometimes desirable to load or weight this end of the fascine when it will be planked upon the bars 30 with planks 26, a part of which is shown removedin Fig. 2. This pocket is then filled with rocks, sand, or earth. WVhen these fascines are deposited.
- the central log or core 28 is of sufficient length and so constructed that a number of these fascines may be connected end to end or used singly, according to the magnitude or character of the work.
- fascine 34 To make them more effectual and where rapid work is required, I attachalarge number of smaller bundles of fascines 34 by short cables 39, attached to the binding-wires and ends of the radial arms. TheseI generally make of fine material, such as hay, straw, or bagasse, varying them in size and number to fit the work. With this fascine (shown in Fig. 1) used singly a jetty can be easily and quicklybuilt. Laying a tier from the bank out with the small anchor-rocks, they soon bury up with the accretion that begins at the pocket, when another tier is deposited above them, and so on; also, to mend breaks in alevee with the smaller attached bundles, using both single and continuous, the break can soon be effectually stopped.
- the transversely-bound or double bundle or mattress 35 (shown in Fig. 4, also shown attached by the cable 38 in Fig. 1) is made of as long material as possible and serves a purpose in many places in the riprap not reached by the others.
- a shore protection, or a dam as the last work above the mattresses and fascines they are anchored in large numbers. Where it is not easy to at tach to the other work, they are weighted by inserting before binding a sack of sand or a rock as shown in Fig. 5. They are bound with a double band 37, as shown, and when anchored by the cable 38 itis attached where the binders cross.
- Afascine havinga pocket opening directly out at its downstream end, substantially as shown and described.
- Afascine having a pocket opening directly out at its downstream end, and planks inclosing a portion of the pocket, the inclosed portion filled with weighting material, substantially as shown and described.
- a fascine consisting of the core-log 28 with the radial arms 32, one end provided with a pyramidal pocket consisting of the angle-timbers 29, the furring 30, the crossbars 30, the radial arms 31, and the planking 27, the whole having an annular envelope of brush or finer material bound on with the encircling wires 33, substantially as shown and described.
- a fascine for ripraps having attached to it by cables a number of smaller fasoines or bundles of hay, straw, or bagasse, substantially as shown and described.
- the transversely-bound double bundle 35 consisting of long hay, straw, or bagasse, having two encompassing binders 37 crossing each other at about right angles and having within a sack of sand or rock 36, substantially as shown and described.
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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)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Description
(No Model.)
D. V NEAL-E. ANCHOR RIPRAP.
No. 486,887. Patented Nov. 29,1892.
m: uonms vz rz ns ca. mo'ruuma. WASHINGTON, o. c.
Fries.
" ATENT DAVID NEALE, or FORT CALHOUN, NEBRASKA.
ANCHOR-RIPRAP.
SPECIFICATION forming part of Letters Patent No. 486,887, dated November 29, 1892.
Application filed Aprilln 1892. Serial No. 127,700. [N 0 model.)
To aZZ whom it may concern.-
Be it known that I, DAVID NEALE, a citizen of the United States, residing at Fort Calhoun, in the county of WVashington and State of Nebraska, have invented a new and useful ImprovementinAnchor-Ripraps, of which the following is a specification.
My invention relates to improvements in riprapping by the use of anchored fascines of difierent sizes and construction, modified to suit the particular requirements of each case; and the objects of my improvement are, first, to provide a fascine that is nearly self-anchoriug, thus lessening the liability of breaking cables and the giving away of anchor-piles or rocks when the fascines are first deposited and before they have accumulated sufficient I silt or sand to weigh them down, and, second,
to facilitate the more rapid accumulation of alluvial deposits or accretion by the combined use of fascines constructed and used in the manner hereinafter more fully shown and set forth. I attain these objects through the medium of constructions illustrated by the accompanying drawings, in which- Figure 1 is a side elevation of a self-anchoring fascine as used continuously, a portion of the downstream end, as well as the part of a fascine to which it is attached, being shown in longitudinal section on the broken linet d of Fig. 2. Fig. 2 is an elevation of the lower or downstream end of Fig. 1 with a part of the inclosing end 26 removed to show the inner construction. Fig. 3 is a vertical cross-section on the broken line 9 b of Fig. 1, this view, as well as Fig. 1,showing the manner of attaching small bundles of hay, straw, or bagasse. Fig. 4 is an enlarged view of a double or trans- Versely-bound bundle, generally made of long marsh-hay or other coarse grasses, or may be made of ordinary hay, straw, or bagasse. Fig. 5 is a sectional View of Fig. 4, showing the manner of weightingthe same by inclosing a sack of sand or a rock, as shown.
Similar numerals refer to similar parts throughout the several views.
In Fig. 1 is illustrated the manner of making fascines self-anchoring. A central log or core 28 has radial arms 32 32, 650., projecting through the envelope of brush, the ends receiving thebinding-wires 33 33,&c. The downstream ends of these fascines are provided with a hopper-shaped pocket, the open or flaring end downstream, and are constructed of four angle-timbers 29 29 29 29, attached near the downstream end of the core 28 toa square furring 30'. They then radiate diagonally downward and outward, forming the oblique angles of a right-square pyramid of which the core-log is the axis. The lower ends are supported by the bars 30, which are supported at their centers by the arms 31 31, &c. The diagonal sides 27 27, &c., are then planked, the lower ends projecting beyond the bars 30 30, &c., as also do the lower ends of the an gle-timbers 29. These also project away from the core beyond the diameter of the round portion of the fascine. It is sometimes desirable to load or weight this end of the fascine when it will be planked upon the bars 30 with planks 26, a part of which is shown removedin Fig. 2. This pocket is then filled with rocks, sand, or earth. WVhen these fascines are deposited. and anchored so as to retain them with the flaring pocket downstream the edges of the planking 27 cut into the bed of the stream and prevent them from moving with the current, a small anchor-stone being all that is necessary to keep the fascine or line of fascines parallel with the current. Further, when this fascine is placed in the stream, at the pocket there is an eddy formed and an accretion immediately takes place, as at 40 in Fig. 1, which soon fills the whole pocket. The pocket at this pointis shown without the perpendicular planking 26. The central log or core 28 is of sufficient length and so constructed that a number of these fascines may be connected end to end or used singly, according to the magnitude or character of the work. To make them more effectual and where rapid work is required, I attachalarge number of smaller bundles of fascines 34 by short cables 39, attached to the binding-wires and ends of the radial arms. TheseI generally make of fine material, such as hay, straw, or bagasse, varying them in size and number to fit the work. With this fascine (shown in Fig. 1) used singly a jetty can be easily and quicklybuilt. Laying a tier from the bank out with the small anchor-rocks, they soon bury up with the accretion that begins at the pocket, when another tier is deposited above them, and so on; also, to mend breaks in alevee with the smaller attached bundles, using both single and continuous, the break can soon be effectually stopped. Asa finisher and for general use. with all the others, as cases may require, the transversely-bound or double bundle or mattress 35 (shown in Fig. 4, also shown attached by the cable 38 in Fig. 1) is made of as long material as possible and serves a purpose in many places in the riprap not reached by the others. In finishing a jetty, a shore protection, or a dam, as the last work above the mattresses and fascines they are anchored in large numbers. Where it is not easy to at tach to the other work, they are weighted by inserting before binding a sack of sand or a rock as shown in Fig. 5. They are bound with a double band 37, as shown, and when anchored by the cable 38 itis attached where the binders cross.
Having fully described my invention, what I claim as new, and desire to secure by Letters Patent, is
1. Afascine havinga pocket opening directly out at its downstream end, substantially as shown and described.
2. Afascine having a pocket opening directly out at its downstream end, and planks inclosing a portion of the pocket, the inclosed portion filled with weighting material, substantially as shown and described.
3. A fascine consisting of the core-log 28 with the radial arms 32, one end provided with a pyramidal pocket consisting of the angle-timbers 29, the furring 30, the crossbars 30, the radial arms 31, and the planking 27, the whole having an annular envelope of brush or finer material bound on with the encircling wires 33, substantially as shown and described.
4:. A fascine for ripraps, having attached to it by cables a number of smaller fasoines or bundles of hay, straw, or bagasse, substantially as shown and described.
5. In a riprap,the transversely-bound double bundle 35, consisting of long hay, straw, or bagasse, having two encompassing binders 37 crossing each other at about right angles and having within a sack of sand or rock 36, substantially as shown and described.
Signed at Blair, in the county of Washingington and State of Nebraska, this 31st day of March, 1892.
DAVID NEALE.
. Witnesses:
ADAH CRAWFORD, W. E. DAVID.
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US486887A true US486887A (en) | 1892-11-29 |
Family
ID=2555735
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US486887D Expired - Lifetime US486887A (en) | Anchor-riprap |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US486887A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5338131A (en) * | 1992-03-24 | 1994-08-16 | Lothar Bestmann | Arrangement for shoreline construction, maintenance, and protection, and methods for making and using the same |
| US6547493B2 (en) * | 2001-03-13 | 2003-04-15 | Fiber King, Llp | Modular fiber log erosion and sediment control barrier |
| US20040005198A1 (en) * | 2001-03-13 | 2004-01-08 | Spangler J. Eric | Modular reinforced fiber log erosion and sediment control barrier |
| US20050236315A1 (en) * | 2004-01-27 | 2005-10-27 | Mcphillips Kevin | Compositions, devices, and methods for use in environmental remediation |
| US20140314483A1 (en) * | 2013-04-23 | 2014-10-23 | Bryan P Kemp | Hay Bale Restoration |
-
0
- US US486887D patent/US486887A/en not_active Expired - Lifetime
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5338131A (en) * | 1992-03-24 | 1994-08-16 | Lothar Bestmann | Arrangement for shoreline construction, maintenance, and protection, and methods for making and using the same |
| US5425597A (en) * | 1992-03-24 | 1995-06-20 | Bestmann; Lothar | Arrangement for shoreline construction, maintenance, and protection, and methods for making and using the same |
| US5678954A (en) * | 1992-03-24 | 1997-10-21 | Bestmann; Lothar | Ecological coir roll element and shoreline protected thereby |
| US6547493B2 (en) * | 2001-03-13 | 2003-04-15 | Fiber King, Llp | Modular fiber log erosion and sediment control barrier |
| US20040005198A1 (en) * | 2001-03-13 | 2004-01-08 | Spangler J. Eric | Modular reinforced fiber log erosion and sediment control barrier |
| US6709202B2 (en) * | 2001-03-13 | 2004-03-23 | Fiber King Llp | Modular fiber log erosion and sediment control barrier |
| US20040141816A1 (en) * | 2001-03-13 | 2004-07-22 | Spangler J. Eric | Modular fiber log erosion and sediment control barrier |
| US6910835B2 (en) * | 2001-03-13 | 2005-06-28 | Fiber King | Modular fiber log erosion and sediment control barrier |
| US6913423B2 (en) | 2001-03-13 | 2005-07-05 | Fiber King Llp | Modular reinforced fiber log erosion and sediment control barrier |
| US20050236315A1 (en) * | 2004-01-27 | 2005-10-27 | Mcphillips Kevin | Compositions, devices, and methods for use in environmental remediation |
| US7422682B2 (en) | 2004-01-27 | 2008-09-09 | R. H. Dyck, Inc. | Compositions, devices, and methods for use in environmental remediation |
| US20140314483A1 (en) * | 2013-04-23 | 2014-10-23 | Bryan P Kemp | Hay Bale Restoration |
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