US716572A - Mud-chamber. - Google Patents
Mud-chamber. Download PDFInfo
- Publication number
- US716572A US716572A US4448701A US1901044487A US716572A US 716572 A US716572 A US 716572A US 4448701 A US4448701 A US 4448701A US 1901044487 A US1901044487 A US 1901044487A US 716572 A US716572 A US 716572A
- Authority
- US
- United States
- Prior art keywords
- sills
- mud
- chamber
- cells
- slats
- 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
- 239000000463 material Substances 0.000 description 7
- 239000007787 solid Substances 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Substances [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000027455 binding Effects 0.000 description 1
- 238000009739 binding Methods 0.000 description 1
- 230000002045 lasting effect Effects 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
Definitions
- I provide a light portable cell of permeable material and of any suitable shape, which cell has one open end, the remaining sides of the cell being entirely closed.
- FIG. l a perspective view of one of my cells.
- Fig. 2 shows a simple method of uniting the side sills and transverse bars
- Fig. 3 shows an end view of a cell which is hollow, but triangular in cross-section.
- the aim of my invention is to provide a structure of permeable material open at one end, which may be sunk or otherwise lowered into a river and which gradually becomes filled with silt and other heavy drift material within the river, and so forms a solid compact mass in course of time suiicient to oder a lasting obstruction to the water-current.
- sills A A are connected by means of a number of transverse slats or boards a, and the counterpart sills B are united by means of a series of transverse slats c, as is shown more clearly in Fig. l.
- These sills A and B and the slats a and c form two sides, which are united by means of the rods 2 2, these rods 2 connecting the transverse slats a and c and the rods l l, which extend through the sills and slats and form a holder or support, as it were, for
- Fig. 2 I have shown a simple method of connecting the sills by means of these rods 1 and 2, which are slotted at the ends and are provided with suitable wedges e', which secure the framework sufficient to form a permeable structure, which is sunk by any suitable means into the river to gradually iill up and form a solid chamber.
- the cells may be made threecornered in providing a number of framepieces 3 toforxn a triangle, which are united at the ends by means of suitable strap-iron, as is shown at 4, upon which frame-pieces 3 the brush or other material is packed, the material being secured to these triangular frame-pieces 3 by means of the outer slats 5, these slats being united by means of suitable sills 6, which extend from one framesection to the other. Upon the outside these frame pieces or sections 5 are secured by means of the strap-iron bindings 7.
- This structure is exactly like the one just described, With the exception that it is triangular instead of being square.
- These cells in order to be strengthened later may be provided with encircling wire-sections y to increase the strength.
Landscapes
- 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)
- Revetment (AREA)
Description
UNr'rED STATES PATENT OFFICE.
DAVID NEALE, OF FORT CALHOUN, NEBRASKA.
MUD-CHAMBER.
SPECIFICATION forming part of Letters Patent No. 716,572, dated December 23, 1902.
Application filed January 23, 1901. Serial No. 44,487. (No model.)
To a/ZZ whom it may concern.-
Be it known that I, DAVID NEALE, residing at Fort Oalhoun, in the county of Washington and State of Nebraska, have invented certain useful Improvements in Mud-Chambers; and I do hereby declare that the following is a full, clear, and exact description of the invention, such as will enable others skilled in the art to which it appertains to make and use the same, reference being had to the accompanying drawings, which form a part of this speciiication.
This invention relates to an improvement in 'permeable cells forming mud-chambers adapted to be used in building moles, dikes, or dams to be placed in streams to reduce the width of the same and to direct and control its flow to prevent the scour of its bed and guard against caving in of its banks.
In carrying out the object of my invention I provide a light portable cell of permeable material and of any suitable shape, which cell has one open end, the remaining sides of the cell being entirely closed.
In the accompanying drawings I have shown in Figure l a perspective view of one of my cells. Fig. 2 shows a simple method of uniting the side sills and transverse bars, while Fig. 3 shows an end view of a cell which is hollow, but triangular in cross-section.
As has been set forth, the aim of my invention is to provide a structure of permeable material open at one end, which may be sunk or otherwise lowered into a river and which gradually becomes filled with silt and other heavy drift material within the river, and so forms a solid compact mass in course of time suiicient to oder a lasting obstruction to the water-current.
In following out the aim of my invention I use two counterpart side sills A A and two similar sills B, in the drawings but one of these sills being shown. The sills A A are connected by means of a number of transverse slats or boards a, and the counterpart sills B are united by means of a series of transverse slats c, as is shown more clearly in Fig. l. These sills A and B and the slats a and c form two sides, which are united by means of the rods 2 2, these rods 2 connecting the transverse slats a and c and the rods l l, which extend through the sills and slats and form a holder or support, as it were, for
` B and the permeable material between the rods l and 2. In Fig. 2 I have shown a simple method of connecting the sills by means of these rods 1 and 2, which are slotted at the ends and are provided with suitable wedges e', which secure the framework sufficient to form a permeable structure, which is sunk by any suitable means into the river to gradually iill up and form a solid chamber.
If desired, the cells may be made threecornered in providing a number of framepieces 3 toforxn a triangle, which are united at the ends by means of suitable strap-iron, as is shown at 4, upon which frame-pieces 3 the brush or other material is packed, the material being secured to these triangular frame-pieces 3 by means of the outer slats 5, these slats being united by means of suitable sills 6, which extend from one framesection to the other. Upon the outside these frame pieces or sections 5 are secured by means of the strap-iron bindings 7. This structure is exactly like the one just described, With the exception that it is triangular instead of being square. These cells in order to be strengthened later may be provided with encircling wire-sections y to increase the strength.
It will be noticed that the cells herewith shown are open at one end or have one side removed, while all the remaining sides are closed. In closing the ends the brush is projected beyond the same and closed by means of the wire strand as is shown in Fig. 1. These cells may be made of any suitable size or length and form permeable units or elements, which may be united to form mats or fascines, which are secured in silt-bearing streams to become lled and solid within the IOO course of time, so as to form a permanent one end and having the opposite remaining and solid obstruction within the current. end closed as and for the purpose set forth.
Having thus described my said invention, what I claim as new, and desire to secure by DAVID NEALE 5 Letters Patent, is- In presence of `A cell comprising a suitable structure of GEORGE W. SUES,
permeable material said cell being open ab l R. J. DAVENPORT.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US4448701A US716572A (en) | 1901-01-23 | 1901-01-23 | Mud-chamber. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US4448701A US716572A (en) | 1901-01-23 | 1901-01-23 | Mud-chamber. |
Publications (1)
Publication Number | Publication Date |
---|---|
US716572A true US716572A (en) | 1902-12-23 |
Family
ID=2785092
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US4448701A Expired - Lifetime US716572A (en) | 1901-01-23 | 1901-01-23 | Mud-chamber. |
Country Status (1)
Country | Link |
---|---|
US (1) | US716572A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4657433A (en) * | 1986-06-05 | 1987-04-14 | Holmberg Dick L | Shoreline erosion control mat and method of use therefor |
US4889446A (en) * | 1985-01-17 | 1989-12-26 | Holmberg Dick L | Erosion control foundation mat and method |
US5158395A (en) * | 1985-01-17 | 1992-10-27 | Holmberg Dick L | Erosion control foundation mat and method |
US5605416A (en) * | 1995-03-27 | 1997-02-25 | Roach; Gary W. | Water, sediment and erosion control apparatus and methods |
-
1901
- 1901-01-23 US US4448701A patent/US716572A/en not_active Expired - Lifetime
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4889446A (en) * | 1985-01-17 | 1989-12-26 | Holmberg Dick L | Erosion control foundation mat and method |
US5158395A (en) * | 1985-01-17 | 1992-10-27 | Holmberg Dick L | Erosion control foundation mat and method |
US4657433A (en) * | 1986-06-05 | 1987-04-14 | Holmberg Dick L | Shoreline erosion control mat and method of use therefor |
US5605416A (en) * | 1995-03-27 | 1997-02-25 | Roach; Gary W. | Water, sediment and erosion control apparatus and methods |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US830437A (en) | Fence or dike. | |
US1698557A (en) | Concrete structure | |
US716572A (en) | Mud-chamber. | |
US640377A (en) | Crib for building piers, walls, &c. | |
DE1634382A1 (en) | Flexible formwork for the production of concrete walls or concrete slabs | |
JPS603310A (en) | Movable retaining wall | |
US20080092461A1 (en) | Sandbag Wall System With Sandbags Having A Waist Portion | |
US331127A (en) | c goodridge | |
US1146229A (en) | Means for protecting shores and directing the flow of watercourses. | |
US627375A (en) | Giulio serra zanetti | |
US1140140A (en) | Device used in the formation of jetties. | |
AU2017202329A1 (en) | Improvements in Flood Barriers | |
US348127A (en) | Lbvi jokes | |
US922594A (en) | Building-block. | |
US777288A (en) | Fascine. | |
US1144144A (en) | Revetment. | |
US944110A (en) | Reinforced concrete construction. | |
DE267131C (en) | ||
US645000A (en) | Apparatus for fixing piles in foreshores. | |
US833814A (en) | Mold. | |
US1587927A (en) | Concrete block and wall construction | |
US1058211A (en) | Reinforced-concrete retaining-wall. | |
US637935A (en) | Block for building moles, dams, piers, & c. | |
US851436A (en) | Pile structure. | |
US1163241A (en) | Reinforced-concrete post. |