US1822602A - Revetment mat - Google Patents

Revetment mat Download PDF

Info

Publication number
US1822602A
US1822602A US473727A US47372730A US1822602A US 1822602 A US1822602 A US 1822602A US 473727 A US473727 A US 473727A US 47372730 A US47372730 A US 47372730A US 1822602 A US1822602 A US 1822602A
Authority
US
United States
Prior art keywords
slab
ring
slabs
corners
hooks
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
Application number
US473727A
Inventor
Blair A Ross
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US473727A priority Critical patent/US1822602A/en
Application granted granted Critical
Publication of US1822602A publication Critical patent/US1822602A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/121Devices for applying linings on banks or the water bottom

Definitions

  • This invention relates to improvements in revetment mats which are to be used for the purpose of preventing erosion of the banks or channels of streams especially those a which flow through alluvial or other readily erodable land, or for preventing other erosion due to the flow or wash of water.
  • Streams flowing through alluvial lands are constantly shifting and if they are to be sta- I.) bilized, it becomes necessary to revet portions of the bank often for considerable distances along the stream, such revetment often extending to quite deep water and also Well up along the bank.
  • This invention specifically relates to improvements in the means by which the concrete mats are secured together, and also to improvements in means by which such mats may be attached to placing means, such as those shown in my pending application for patent Serial No. 473,728 filedfl Proceedings 7, 1930, which application is directedto means and methods for placing these and other forms of mats. 7
  • the objects of the present invention are:
  • F ig. 1 is a fragmentary sectional elevation taken as on the line II of Fig. 2, showing adjacent slab corners together with the connecting means and support loop.
  • Fig. 2 is a fragmentary plan with the support loop cut away as on the line IIII of Fig. 1, showing an adjacent corner of each of four slabs.
  • Fig. 3 is a fragmentary sectional elevation taken as on the line III-III of Figs. 1 and 2.
  • Fig. 4 is a fragmentary plan View of a portion of a mat showing a number of slabs connected together.
  • Fig. 5 is a fragmentary plan of a corner of one of the slabs.
  • Fig. 6 is a corresponding elevation thereof.
  • 10 are concrete slabs of identical shape and size a number of which'are connected together to form a revetment mat of which a portion is shown in Fig. 4.
  • Each of these units comprises a thin fiat slab of concrete ordinarily three or four inches thick, preferably either square or rectangular in plan and ordinarily made about eight feet square or if rectangular about eight feet wide, and twelve feet. long.
  • These dimen- 95 sions however are for the purpose of illustration only and of course may be varied to suit conditions, handling facilities, or 1 for other reasons.
  • these slabs are reinforced in usual or desired manner but such reinforcement not being a portion of the present invention, is purposely omitted.
  • triangular or hexagonal slabs maybe used instead of square slabs if it be so desired.
  • each slab is cut away to form chamfered corners 11, which provide space when the slabs are assembled, in which the attaching means may be disposed.
  • a rod 12 Projecting horizontally from each such chamtfered corner, substantially midway of the depth or thickness of the slab, is a rod 12 the end of which 13A, is bent vertically upward.
  • the rods 12 may be extended diagonally across each slab so that the two ends of one such rod would form the two diagonally opposite hooks. Since the assembled mats are subject to strain down stream and also out from the bank, such diagonal placing accomplishes the most efficient type for the resultant stresses.
  • Fig. 3 the rod ends 13A are shown dotted. In such position a ring 14 is placed over them and they are bent over the ring as shown to form hooks 13, which hooks securely engage the ring by which they are held together.
  • a washer 15 is laid on the top of the hooks and the shank 16 of the loop 17 is passed through the washer and between the hooks.
  • An additional Washer 18 is placed against the underside of the hooks and the nut 19 screwed on the threaded end of the shank to secure the loop in place.
  • This assembly also serves to clamp the bight of the hooks and materially assists in preventing their opening out under strain.
  • rods 12 where they extend well into or across the slab form part of the reinforcement for the slab, and conversely, portions oi the reinforcement may be er:- tended and such reinforcement flexibly connected together to join the slabs.
  • a revetment mat comprising concrete slabs assembled with one corner of each of four slabs adjacent, hooks each projecting from a block corner, a ring engaged by and holding together the tour adjacent books, a lifting loop having a shank disposed through said ring and hook assembly, and means for securing said loop to said assembly, said attaching means engaging said hooks to prevent opening thereof.
  • a revetment mat comprising concrete slabs having cham'fered corners assembled with one corner of each of four-slabs adjacent, hooks each projecting from a block cornor, a ring engaged by and holding together the tour adjacent hooks, a lifting loop having a shank disposed through said ring and hook assembly, and means for securing said loop to said assembly, said attaching means clamping said hooks to retard openii'ig thereof.
  • a revetment mat comprising concrete slabs assembled with one corner of each of a plurality of slabs adjacent, hooks each projecting from a block corner, a ring engaged by and holding together the said hooks, a lifting loop having a shank disposed through said ring and hook assembly, and means for securing said loop to said assembly, said at taching means clamping said hooks to retard opening thereof.
  • a revetment mat unit comprising a rectangular concrete slab, having its four corners beveled, rods each projecting horizontally from a slab corner, and thence bent upward at right angles to form hook mem bers, said hook members lying wholly within the rectangle circumscribing said slab.
  • a revetment mat unit comprising a rectangular concrete slab, having its four corners beveled, rods each projecting horizontally from a slab corner, and thence bent upward at right angles to form hook members.
  • a revetment mat unit comprising an equiangular polygonal concrete slab, having its corners beveled, rods, each projecting horizontally from a slab corner, and thence bent upward at right angles to form hook 1nembers, said hook members lying wholly within the polygon eircumscribing said slab.
  • a revetment mat comprising a plurality of similar rectangular concrete slabs assembled in longitudinal and transverse rows, said slabs eachhaving its corners cut away to provide a space for connecting means, and connecting means for adjacent slab corners, each comprising a ring, and rods, each projecting horizontally from a slab at said corners, said rods being bent upward to receive said ring and backward over said ring toward said slab to hold said. ring in place.
  • a revetment mat comprising a plurality of similar polygonal concrete slabs assembled in rows, said slabs each having its corners cut away to provide a space for connecting means, and connecting means for adjacent slab corners, each comprising a ring, and rods each projecting horizontally from a slab at said corners, said rods being bent upward to receive said ring and backward over said ring toward said slab to hold said ring in place.
  • a revetment mat comprising a plurality of similar straight sided concrete slabs assembled in longitudinal. and transverse rows, said slabs each having its corners cut away to provide a space for connecting means, and connecting means for adjacent slab corners, each comprising a ring, and rods, each projecting horizontall from a slab at said corners, said rods, being bent upward to receive said ring and backward over said ring toward said slab to hold said ring in place.
  • a revetment mat unit adapted for connection to similar units, comprising a rectangular concrete slab having the four corners thereof chamfered, rods each projecting horizontally from a slab corner and bent upward at right angles to form a hook member, said hook members being adapted to be connected to hook members of other slabs by placing a ring over said hooks and bending them to secure said ring.
  • a revetment mat unit adapted for connection to similar units, comprising a polygonal concrete slab, having the corners thereof chamfered, rods each projecting horizontally from a slab corner and bent upward at right angles to form a hook member, said hook members being adapted to be connected to hook members of other slabs by placing a ring over said hooks and bending them to secure said ring.
  • a revetment mat unit adapted for connection to similar units, comprising a straight sided concrete slab, having the corners thereof chamfered, rods each projecting horizontally from a slab corner and bent upward at right angles to form a hook member, said hook members being adapted to be connected to hook members of other slabs by placing a ring over said hooks and bending them to secure said ring.
  • a revetment mat comprising a plurality of rectangular concrete slab units, each having chamfered corners, assembled with one corner of each of four units adjacent; said units having hook members each projecting from an edge thereof in said chamfered corners, and rings, each connecting the adj acent hooks of four units, said rings each being assembled over four hooks and the latter thereafter bent to permanently secure said ring.
  • a revetment mat comprising a plurality of concrete slab units, each having chamfered corners, assembled with a similar plu rality of corners of units adjacent; said units having hook members each projecting from an edge thereof in said chamfered corners, and rings, each connecting the group of hooks of adjacent corners, said rings each being assembled over said hooks and the latter thereafter bent to permanently secure said ring.

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

p 1931. B. A. ROSS 1,822,602
REVETMENT MAT Filed Aug. 7, 1930 2 Sheets-Sheet 1 Sept. 8, 1931. B. A. ROSS 1,822,602
REVETMENT MAT Filed Aug. 7, 1930 2 Sheets-Sheep 2 Patented Sept. 8 1931 UNITED STATES BLAIR A. ROSS, OF MEMPHIS; TENNESSEE REVETMENT MAT Application filed August 7, 1930. Serial No. 473,727.
This invention relates to improvements in revetment mats which are to be used for the purpose of preventing erosion of the banks or channels of streams especially those a which flow through alluvial or other readily erodable land, or for preventing other erosion due to the flow or wash of water. Streams flowing through alluvial lands are constantly shifting and if they are to be sta- I.) bilized, it becomes necessary to revet portions of the bank often for considerable distances along the stream, such revetment often extending to quite deep water and also Well up along the bank. Likewise the wash of waves or flow of water over dams or other obstructions cause serious damage, which strands composingthem having been subject to early destruction by rusting, especially in streams where fluctuation causes alternate submerging and exposure to the air. In such cases it is often found after very short periods, that rupture has taken place, allwing the mat to separate into sections and dc struction of the bank to occur.
This invention specifically relates to improvements in the means by which the concrete mats are secured together, and also to improvements in means by which such mats may be attached to placing means, such as those shown in my pending application for patent Serial No. 473,728 filedflAugust 7, 1930, which application is directedto means and methods for placing these and other forms of mats. 7
The objects of the present invention are:
To provide a mat made up of a plurality of similar units;
To provide simple and efiicient means for securing these units together;
To provide means associated with the connecting means by which the mat may be readily engaged, and supported for placing; and
To provide connecting means by which the strains of the connectors may be most efficiently transmitted to the slabs.
The means by which the foregoing and other objects are accomplished and the man ner of their accomplishment will readily be understood from thefollowing specification on reference to the accompanying drawings, in which F ig. 1 is a fragmentary sectional elevation taken as on the line II of Fig. 2, showing adjacent slab corners together with the connecting means and support loop.
Fig. 2 is a fragmentary plan with the support loop cut away as on the line IIII of Fig. 1, showing an adjacent corner of each of four slabs.
Fig. 3 is a fragmentary sectional elevation taken as on the line III-III of Figs. 1 and 2.
Fig. 4 is a fragmentary plan View of a portion of a mat showing a number of slabs connected together.
Fig. 5 is a fragmentary plan of a corner of one of the slabs; and
Fig. 6 is a corresponding elevation thereof.
Referring now to the drawings, 10 are concrete slabs of identical shape and size a number of which'are connected together to form a revetment mat of which a portion is shown in Fig. 4.
Each of these units comprises a thin fiat slab of concrete ordinarily three or four inches thick, preferably either square or rectangular in plan and ordinarily made about eight feet square or if rectangular about eight feet wide, and twelve feet. long. These dimen- 95 sions however are for the purpose of illustration only and of course may be varied to suit conditions, handling facilities, or 1 for other reasons.
Preferably, these slabs are reinforced in usual or desired manner but such reinforcement not being a portion of the present invention, is purposely omitted. Obviously triangular or hexagonal slabs maybe used instead of square slabs if it be so desired.
The corners of each slab are cut away to form chamfered corners 11, which provide space when the slabs are assembled, in which the attaching means may be disposed.
Projecting horizontally from each such chamtfered corner, substantially midway of the depth or thickness of the slab, is a rod 12 the end of which 13A, is bent vertically upward. The rods 12 may be extended diagonally across each slab so that the two ends of one such rod would form the two diagonally opposite hooks. Since the assembled mats are subject to strain down stream and also out from the bank, such diagonal placing accomplishes the most efficient type for the resultant stresses.
In Fig. 3, the rod ends 13A are shown dotted. In such position a ring 14 is placed over them and they are bent over the ring as shown to form hooks 13, which hooks securely engage the ring by which they are held together.
After the rod ends have been bent over the ring to hook form, a washer 15 is laid on the top of the hooks and the shank 16 of the loop 17 is passed through the washer and between the hooks. An additional Washer 18 is placed against the underside of the hooks and the nut 19 screwed on the threaded end of the shank to secure the loop in place. This assembly also serves to clamp the bight of the hooks and materially assists in preventing their opening out under strain.
111 laying a mat the individual slabs are assembled with one corner of each of four slabs together. A ring is then dropped over the tour up turned rod ends and they are bent over as before described, the washers and loops are placed and tightened, and the particular connection is completed. Similar connections are made at all corners to complete the mat.
Obviously the rods 12, where they extend well into or across the slab form part of the reinforcement for the slab, and conversely, portions oi the reinforcement may be er:- tended and such reinforcement flexibly connected together to join the slabs.
Having described my invention, what I claim is:
1. In a revetment mat comprising concrete slabs assembled with one corner of each of four slabs adjacent, hooks each projecting from a block corner, a ring engaged by and holding together the tour adjacent books, a lifting loop having a shank disposed through said ring and hook assembly, and means for securing said loop to said assembly, said attaching means engaging said hooks to prevent opening thereof.
2. In a revetment mat comprising concrete slabs having cham'fered corners assembled with one corner of each of four-slabs adjacent, hooks each projecting from a block cornor, a ring engaged by and holding together the tour adjacent hooks, a lifting loop having a shank disposed through said ring and hook assembly, and means for securing said loop to said assembly, said attaching means clamping said hooks to retard openii'ig thereof.
3. In a revetment mat comprising concrete slabs assembled with one corner of each of a plurality of slabs adjacent, hooks each projecting from a block corner, a ring engaged by and holding together the said hooks, a lifting loop having a shank disposed through said ring and hook assembly, and means for securing said loop to said assembly, said at taching means clamping said hooks to retard opening thereof.
4. A revetment mat unit, comprising a rectangular concrete slab, having its four corners beveled, rods each projecting horizontally from a slab corner, and thence bent upward at right angles to form hook mem bers, said hook members lying wholly within the rectangle circumscribing said slab.
5. A revetment mat unit, comprising a rectangular concrete slab, having its four corners beveled, rods each projecting horizontally from a slab corner, and thence bent upward at right angles to form hook members.
6. A revetment mat unit, comprising an equiangular polygonal concrete slab, having its corners beveled, rods, each projecting horizontally from a slab corner, and thence bent upward at right angles to form hook 1nembers, said hook members lying wholly within the polygon eircumscribing said slab.
7. A revetment mat, comprising a plurality of similar rectangular concrete slabs assembled in longitudinal and transverse rows, said slabs eachhaving its corners cut away to provide a space for connecting means, and connecting means for adjacent slab corners, each comprising a ring, and rods, each projecting horizontally from a slab at said corners, said rods being bent upward to receive said ring and backward over said ring toward said slab to hold said. ring in place.
8. A revetment mat, comprising a plurality of similar polygonal concrete slabs assembled in rows, said slabs each having its corners cut away to provide a space for connecting means, and connecting means for adjacent slab corners, each comprising a ring, and rods each projecting horizontally from a slab at said corners, said rods being bent upward to receive said ring and backward over said ring toward said slab to hold said ring in place.
9. A revetment mat, comprising a plurality of similar straight sided concrete slabs assembled in longitudinal. and transverse rows, said slabs each having its corners cut away to provide a space for connecting means, and connecting means for adjacent slab corners, each comprising a ring, and rods, each projecting horizontall from a slab at said corners, said rods, being bent upward to receive said ring and backward over said ring toward said slab to hold said ring in place.
10. A revetment mat unit adapted for connection to similar units, comprising a rectangular concrete slab having the four corners thereof chamfered, rods each projecting horizontally from a slab corner and bent upward at right angles to form a hook member, said hook members being adapted to be connected to hook members of other slabs by placing a ring over said hooks and bending them to secure said ring.
11. A revetment mat unit, adapted for connection to similar units, comprising a polygonal concrete slab, having the corners thereof chamfered, rods each projecting horizontally from a slab corner and bent upward at right angles to form a hook member, said hook members being adapted to be connected to hook members of other slabs by placing a ring over said hooks and bending them to secure said ring.
12. A revetment mat unit, adapted for connection to similar units, comprising a straight sided concrete slab, having the corners thereof chamfered, rods each projecting horizontally from a slab corner and bent upward at right angles to form a hook member, said hook members being adapted to be connected to hook members of other slabs by placing a ring over said hooks and bending them to secure said ring.
13. A revetment mat, comprising a plurality of rectangular concrete slab units, each having chamfered corners, assembled with one corner of each of four units adjacent; said units having hook members each projecting from an edge thereof in said chamfered corners, and rings, each connecting the adj acent hooks of four units, said rings each being assembled over four hooks and the latter thereafter bent to permanently secure said ring.
14. A revetment mat, comprising a plurality of concrete slab units, each having chamfered corners, assembled with a similar plu rality of corners of units adjacent; said units having hook members each projecting from an edge thereof in said chamfered corners, and rings, each connecting the group of hooks of adjacent corners, said rings each being assembled over said hooks and the latter thereafter bent to permanently secure said ring.
In testimony whereof I hereunto afiix my signature.
BLAIR A. ROSS.
US473727A 1930-08-07 1930-08-07 Revetment mat Expired - Lifetime US1822602A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US473727A US1822602A (en) 1930-08-07 1930-08-07 Revetment mat

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US473727A US1822602A (en) 1930-08-07 1930-08-07 Revetment mat

Publications (1)

Publication Number Publication Date
US1822602A true US1822602A (en) 1931-09-08

Family

ID=23880739

Family Applications (1)

Application Number Title Priority Date Filing Date
US473727A Expired - Lifetime US1822602A (en) 1930-08-07 1930-08-07 Revetment mat

Country Status (1)

Country Link
US (1) US1822602A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2502757A (en) * 1947-02-07 1950-04-04 Shearer David Mcd Revetment
US4896996A (en) * 1989-01-23 1990-01-30 Mouton William J Wave actuated coastal erosion reversal system for shorelines
US4998844A (en) * 1989-01-23 1991-03-12 Charles C. Garvey, Jr. Wave actuated coastal erosion reversal system for shorelines
USD411666S (en) 1998-04-30 1999-06-29 Izzo Systems, Inc. Set of straps for golf bag
US5921710A (en) * 1997-02-27 1999-07-13 Scales; John M. Revetment blocks and method
US6293730B1 (en) * 1999-09-23 2001-09-25 Keun Hee Lee Apparatus for and method of constructing concrete block mat under water
US6666619B2 (en) * 2001-04-24 2003-12-23 Won-Hoi Yang Protective wall assembly

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2502757A (en) * 1947-02-07 1950-04-04 Shearer David Mcd Revetment
US4896996A (en) * 1989-01-23 1990-01-30 Mouton William J Wave actuated coastal erosion reversal system for shorelines
US4998844A (en) * 1989-01-23 1991-03-12 Charles C. Garvey, Jr. Wave actuated coastal erosion reversal system for shorelines
US5921710A (en) * 1997-02-27 1999-07-13 Scales; John M. Revetment blocks and method
USD411666S (en) 1998-04-30 1999-06-29 Izzo Systems, Inc. Set of straps for golf bag
US6293730B1 (en) * 1999-09-23 2001-09-25 Keun Hee Lee Apparatus for and method of constructing concrete block mat under water
US6666619B2 (en) * 2001-04-24 2003-12-23 Won-Hoi Yang Protective wall assembly

Similar Documents

Publication Publication Date Title
US2772560A (en) Pick-up device for pre-cast concrete slabs
US4070980A (en) Channel connector for floating docks
US1822602A (en) Revetment mat
US2454292A (en) Revetment mat
US2211513A (en) Reinforced structure
US3022759A (en) Concrete floating wharf
KR20120095156A (en) Method of installation of wave dissipating block
US2097342A (en) Anchorage for river control apparatus
BR112019000781B1 (en) REINFORCEMENT SET
US5507594A (en) Method and apparatus for constructing an artificial reef
CN106835954A (en) Ruggedized construction at steel box-girder bridge pier and the construction method with this structure steel box-girder
US1983772A (en) Concrete mat
US2295422A (en) Revetment mat
US2635857A (en) Cement fence post
JP6230854B2 (en) Net structure and its construction method
KR0130535B1 (en) Concrete joint
US1953154A (en) Precast construction block
JP2884251B2 (en) Scour prevention construction method
US2084649A (en) Steel floor and column construction
KR101505986B1 (en) Artificial reef structure and fishing place structure using the same
US20140369756A1 (en) Modular wave-break and bulkhead system
US1628645A (en) Frncepost and bracing means therefor
DE514610C (en) Beam grating as a supporting framework of a ceiling construction with a square plan area
RU121268U1 (en) FLEXIBLE PROTECTIVE CONCRETE COATING AND MAT FOR ITS CREATION
US2320986A (en) Mine sweeper