US3788253A - Flexible bearer - Google Patents

Flexible bearer Download PDF

Info

Publication number
US3788253A
US3788253A US00240364A US3788253DA US3788253A US 3788253 A US3788253 A US 3788253A US 00240364 A US00240364 A US 00240364A US 3788253D A US3788253D A US 3788253DA US 3788253 A US3788253 A US 3788253A
Authority
US
United States
Prior art keywords
bearer
portions
opposite ends
strip
straight portions
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
US00240364A
Inventor
D Rickettson
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
Application granted granted Critical
Publication of US3788253A publication Critical patent/US3788253A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/06Foundation trenches ditches or narrow shafts
    • E02D17/12Back-filling of foundation trenches or ditches

Definitions

  • ABSTRACT A flexible bearer adapted to be placed on a ground surface adjacent an excavation for supporting the loose material removed from such excavation and protecting the natural environment adjacent the excavation.
  • the bearer comprises a body formed of a flexible sheet of material reinforced by relatively thick strips of material fixedly secured to the underside of the body. Loops are provided along the marginal edges of the body to receive hooks or other lifting means to raise portions of the bearer.
  • This invention relates to a flexible bearer and, more particularly, to a flexible bearer adapted to be used in excavation operations for supporting loose materials.
  • the loose material removed is generally deposited on the ground surface adjacent the ditch or trech being dug.
  • the indiscriminate dumping of this loose material which can include slag, stones, rocks and the like, often damages the grass, vegetation and other plant life located along such excavation.
  • the underlying vegetation is further damaged by scraping or raking in an effort to remove the loose material from the ground surface when refilling the excavation. Since it is virtually impossible to recover all of the loose material, an unsightly and unattractive area remains adjacent the excavation after the completion thereof.
  • the loose material is dumped at a location somewhat remote from the site of the excavation, thereby increasing the time and labor involved for both the excavation and the refill operations.
  • the apparatus of the present invention obviates the above disadvantages by providing a novel, flexible, material bearer for supporting material removed from an excavation, which bearer is simple and strong in construction, low in cost, rugged and durable in use, and which also serves to protect underlying vegetation and plant life.
  • the material bearer of the present invention comprises a flexible body formed of a suitable sheet of fabric material having relatively thick strips of material fixedly secured to the underside of the body to provide reinforcement for the body. Loops are provided along the marginal edges of the bearer body for receiving hooks or other lifting devices to raise portions of the bearer when loaded with material.
  • the flexibility of the bearer enables the same to follow the contour of the ground surface adjacent the excavation being formed, provides control in metering the flow of material discharged from the bearer, and permits the bearer to be folded or rolled into a compact unit for storage and transport.
  • FIG. 1 is a cross sectional view of a trench excavation, illustrating the use of the material bearer of this invention
  • FIG. 2 is a view similar to FIG. 1, illustrating another position of the material bearer of this invention
  • FIG. 3 is a view similar to FIG. 1, illustrating still another position of the material bearer of this invention
  • FIG. 4 is a top plan view of a material bearer, constructed in accordance with this invention.
  • FIG. 4 a material bearer, generally designated 10 and constructed in accordance with this invention, comprising a flat body 12, preferably of a generally rectangularly shaped configuration in plan.
  • Body 12 preferably is formed of a sheet of strong, flexible, moisture-proof, tear-resistant fabric material, such as laminated nylon for example, or any other suitable flexible materials having the same moisture-proof and tearresistant properties and which are relatively unaffected by sunlight, weathering, oxidation and deleterious chemicals.
  • Body 12 is of a unitary, one-piece construction and can vary widely in length and width, as desired. While the bearer depicted in the illustrative embodiment of FIG. 4 preferably is rectangular in plan, it should be understood that bearer 10 can take any configuration, such as a square or trapezoidal shape in plane for example.
  • body 12 is reinforced by a plurality of backing strips, generally designated 14, 16 and 18, respectively, of relatively thick, flexible material, sewn or otherwise fixedly secured to the underside of body 12 by any suitable fastening means.
  • Strip 14 is formed of a continuous band having a pair of straight, generally parallel portions 20 and 22 extending lengthwise of body 12 adjacent the marginal edges thereof and a pair of intersecting portions 24 and 26 extending from the opposite ends of straight portions 20 and 22 to the opposite ends of straight portions 24 and 26, intersecting intermediate the opposite ends thereof.
  • the opposite ends of straight portions 20 and 22 are joined to the opposite ends of intersecting portions 24 and 26 at curved junctures forming loops 28 projecting axially outwardly beyond the opposite ends of body 12.
  • the strip 16 is formed from an elongated strip of material bent to the desired configuration with the free ends of the strip suitably spliced together by any conventional means.
  • Strip 16 also is formed of a continuous band having a pair of straight, generally parallel portions 30 and 32 extending crosswise of body 12 adjacent the opposite ends thereof and a plurality of diagonally extending, intersecting portions 34, 36, 38, 40, 42, 44, 46 and 48 interposed between straight portions 30 and 32.
  • One end of diagonal portion 34 is joined at one end thereof to one end of straight portion 30 at a curved juncture 50, the other end of portion 34 joining one end of diagonal portion 40 at a curved juncture 52.
  • the other end of portion 40 is connected to one end of diagonal portion 42 at a curved juncture 54, the other end of portion 42 joining one end of diagonal portion 48 at a curved juncture 56.
  • portion 48 is connected to one end of straight portion 32 at a curved juncture 58.
  • the opposite end of straight portion 32 is connected to one end of diagonal portion 46 at a curved juncture and the other end of portion 46 is joined to one end of diagonal portion 44 at a curved juncture 62.
  • the opposite end of portion 44 is connected to one end of diagonal portion 38 at a curved juncture 64 and the other end of portion 38 is connected to one end of diagonal portion 36 at a curved juncture 66.
  • the other end of portion 36 is connected to the opposite end of straight portion 30 at a curved juncture 68.
  • strip 16 defines a configurated pattern forming a pair of triangularly shaped side section with three side-by-side related diamond shaped sections extending therebetween.
  • pattern of strip 16 illustrated in FIG. 4 is formed from an elongated strip bent to the desired configuration with the free ends of the strip suitably spliced in any conventional manner.
  • Stip l8 adds additional support and reinforcement for body 12 and the overlying strips 14 and 16.
  • Strip 18 extends lengthwise of body 12 along substantially the longitudinal axis thereof and terminates at its opposite ends in a pair of loop or eye formations 70 projecting axially beyond the opposite ends of body 12.
  • the curved junctures 50-68 form loops projecting laterally outwardly beyond the marginal edges of body 12 and, together with loops 28 and 70 provide means for receiving hooks of a chain or other suitable lifting device for facilitating the raising of one edge of bearer when loaded with material.
  • the three strips 14, 16 and 18 preferably are formed of a strong, flexible, moisture-proof, tear-resistant fabric such as nylon webbing for example, or any other suitable flexible materials having similar properties and weathering characteristics.
  • the cross patterns formed by strip 16 and the generally longitudinal cross pattern formed by strip 14 offer support and reinforcement for body 12 to enable the latter to support extremely heavy loads. It should be understood that the configurations of each of these strips may vary within the purview of this invention so long as they form intersecting cross patterns extending along the length of body 12 sufficiently reinforcing the latter to withstand the load requirements.
  • FIGS. 13 illustrate the use of bearer 10 in a construction operation in which a trench T is formed for the placement of pipes, conduits and the like.
  • bearer 10 Prior to digging, bearer 10 is placed on the ground surface S adjacent the area to be excavated with the longitudinal edges of bearer 10 extending parallel to the excavation. Normally, bearer 10 would lie in a flat condition following the general contour of ground surface S and the loose material M removed in the formation of Trench T is deposited on body 12 of bearer 10.
  • any vegetation V as shown in FIG. 1, or any other upstanding projections, in close proximity to trench T are covered by portions of bearer 10 to protect the same against the loose material dumped on bearer 10. This allows the material to be expeditiously and rapidly dumped without undue concern for the surrounding vegetation.
  • a side portion 74 of bearer 10 adjacent the area to be dug is initially reversely bent so as to extend rearwardly of bearer 10. After the trench T is formed, this reversely bent portion 74 is bent downwardly and suspended in trench T as shown in FIG. I for a purpose to be explained.
  • the side of bearer 10 remote from trench T or side portion 74 is lifted by any suitable means, such as hooks engagable with the loops on bearer 10, to discharge the loose material M into trench T.
  • the flow of material M from bearer 10 can be effectively controlled so as to meter the flow of material M into trench T, as shown in H0. 2, to more efficiently carry out the refill operation. This is especially important when piping or other components are placed in trench T and all of the material M cannot be refilled in trench T.
  • bearer 10 is removed and the partially embedded portion 74 is withdrawn from the refilled trench T, leaving a clean area adjacent the trench. While the grass on ground surface S underlying bearer 10 may be matted down, it remains undamaged and in a relatively short period of time resumes its natural condition. The vegetation protected by bearer 10 remains intact, thereby preserving the natural environment around the excavation. Also, where buildings or appurtenances are located in close proximity to the excavation, a portion of bearer 10 remote from the excavation can be bent upwardly to lie against the lower end of such exposed appurtenances to shield them against the material removed from the excavation, which material would otherwise be dumped against these appurtenances. When not in use, bearer 10 can be conveniently folded or rolled into a compact unit for storage and transport.
  • the present invention thus provides a simple and novel expedient in the form of a flexible bearer for supporting the loose material removed from an excavation while protecting the surrounding area and any vegeta tion or appurtenances existing thereon.
  • the flexibility of the bearer renders it capable of metering the flow of material discharged from the bearer into the excavation.
  • the bearer can be folded or rolled into a compact form for convenience in storage and handling.
  • reinforcing, flexible strips secured to the underside of the bearer the latter is materially strengthened for supporting extremely heavy loads.
  • the symmetrical cross pattern configuration of these strips insures equal support and reinforcement for the entire area of the bearer body.
  • a bearer comprising: an elongated body formed of a flexible sheet of moisture-proof, tear resistant material adapted to receive bulk material on one side thereof; a plurality of reinforcing strips of flexible material sewn to the other side of said body and arranged in an intersecting pattern thereacross, said plurality of reinforcing strips including a first endless strip and a second endless strip; said first strip having a pair of straight portions extending lengthwise of said body along the longitudinal edges thereof and a pair of diagonal portions extending from the opposite ends of one of said straight portions to the opposite ends of the other of said straight portions; said diagonal portions intersecting intermediate their opposite ends; the opposite ends of said straight portions and said diagonal portions being joined together at curved junctures forming loops projecting axially outwardly of the opposite ends of said body; said second strip having a pair of straight portions extending crosswise of said body along the marginal edges thereof and a plurality of intersecting portions between said straight portions extending across said body; certain of said intersecting portions joined to said straight portions and to certain other
  • a bearer according to claim 1 including a third re- 3.
  • strips are formed of nylon webbing.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Abstract

A flexible bearer adapted to be placed on a ground surface adjacent an excavation for supporting the loose material removed from such excavation and protecting the natural environment adjacent the excavation. The bearer comprises a body formed of a flexible sheet of material reinforced by relatively thick strips of material fixedly secured to the underside of the body. Loops are provided along the marginal edges of the body to receive hooks or other lifting means to raise portions of the bearer.

Description

United States Patent [191 Rickettson 1 FLEXIBLE BEARER [76] Inventor: Donald F. Rickettson, Shepherd Hill Rd., East Aurora, NY. 14052 [22] Filed: Apr. 3, 1972 [21] Appl. No 240,364
U.S. Cl 112/402, 61/38, 112/417,
[51] Int. Cl D05b 93/00, B32b 5/04 [58] Field of Search 161/57, 60, 78, 86, 44, 61, 161/149; 112/402, 412, 415, 417, 440; 61/38 [5 6] References Cited UNITED STATES PATENTS 3,616,151 10/1971v Racopoules 161/44 1 Jan. 29, 1974 7/1947 Frieder et a1. 28/78 7/1960 Suckle 28/80 Primary Examiner-George F. Lesmes Assistant Examiner-William R. Dixon, Jr. Attorney, Agent, or Firm-Christel & Bean [5 7] ABSTRACT A flexible bearer adapted to be placed on a ground surface adjacent an excavation for supporting the loose material removed from such excavation and protecting the natural environment adjacent the excavation. The bearer comprises a body formed of a flexible sheet of material reinforced by relatively thick strips of material fixedly secured to the underside of the body. Loops are provided along the marginal edges of the body to receive hooks or other lifting means to raise portions of the bearer.
3 Claims, 4 Drawing Figures FLEXIBLE BEARER BACKGROUND OF THE INVENTION This invention relates to a flexible bearer and, more particularly, to a flexible bearer adapted to be used in excavation operations for supporting loose materials.
In various construction operations, such as in the formation of ditches or trenches for the construction of pipeline systems or the like, the loose material removed is generally deposited on the ground surface adjacent the ditch or trech being dug. The indiscriminate dumping of this loose material, which can include slag, stones, rocks and the like, often damages the grass, vegetation and other plant life located along such excavation. Also, the underlying vegetation is further damaged by scraping or raking in an effort to remove the loose material from the ground surface when refilling the excavation. Since it is virtually impossible to recover all of the loose material, an unsightly and unattractive area remains adjacent the excavation after the completion thereof. Sometimes, in order to prevent damaging bushes and trees located near the excavation, the loose material is dumped at a location somewhat remote from the site of the excavation, thereby increasing the time and labor involved for both the excavation and the refill operations.
SUMMARY OF THE INVENTION The apparatus of the present invention, as hereinafter described, obviates the above disadvantages by providing a novel, flexible, material bearer for supporting material removed from an excavation, which bearer is simple and strong in construction, low in cost, rugged and durable in use, and which also serves to protect underlying vegetation and plant life.
Generally speaking, the material bearer of the present invention comprises a flexible body formed of a suitable sheet of fabric material having relatively thick strips of material fixedly secured to the underside of the body to provide reinforcement for the body. Loops are provided along the marginal edges of the bearer body for receiving hooks or other lifting devices to raise portions of the bearer when loaded with material. The flexibility of the bearer enables the same to follow the contour of the ground surface adjacent the excavation being formed, provides control in metering the flow of material discharged from the bearer, and permits the bearer to be folded or rolled into a compact unit for storage and transport.
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a cross sectional view of a trench excavation, illustrating the use of the material bearer of this invention;
FIG. 2 is a view similar to FIG. 1, illustrating another position of the material bearer of this invention;
FIG. 3 is a view similar to FIG. 1, illustrating still another position of the material bearer of this invention;
and
FIG. 4 is a top plan view of a material bearer, constructed in accordance with this invention.
DETAILED DESCRIPTION OF AN ILLUSTRATED EMBODIMENT Referring now in detail to the illustrative embodiment depicted in the accompanying drawing, there is shown in FIG. 4 a material bearer, generally designated 10 and constructed in accordance with this invention, comprising a flat body 12, preferably of a generally rectangularly shaped configuration in plan. Body 12 preferably is formed of a sheet of strong, flexible, moisture-proof, tear-resistant fabric material, such as laminated nylon for example, or any other suitable flexible materials having the same moisture-proof and tearresistant properties and which are relatively unaffected by sunlight, weathering, oxidation and deleterious chemicals. Body 12 is of a unitary, one-piece construction and can vary widely in length and width, as desired. While the bearer depicted in the illustrative embodiment of FIG. 4 preferably is rectangular in plan, it should be understood that bearer 10 can take any configuration, such as a square or trapezoidal shape in plane for example.
As shown in FIG. 4, body 12 is reinforced by a plurality of backing strips, generally designated 14, 16 and 18, respectively, of relatively thick, flexible material, sewn or otherwise fixedly secured to the underside of body 12 by any suitable fastening means. Strip 14 is formed of a continuous band having a pair of straight, generally parallel portions 20 and 22 extending lengthwise of body 12 adjacent the marginal edges thereof and a pair of intersecting portions 24 and 26 extending from the opposite ends of straight portions 20 and 22 to the opposite ends of straight portions 24 and 26, intersecting intermediate the opposite ends thereof. The opposite ends of straight portions 20 and 22 are joined to the opposite ends of intersecting portions 24 and 26 at curved junctures forming loops 28 projecting axially outwardly beyond the opposite ends of body 12. The strip 16 is formed from an elongated strip of material bent to the desired configuration with the free ends of the strip suitably spliced together by any conventional means.
Strip 16 also is formed of a continuous band having a pair of straight, generally parallel portions 30 and 32 extending crosswise of body 12 adjacent the opposite ends thereof and a plurality of diagonally extending, intersecting portions 34, 36, 38, 40, 42, 44, 46 and 48 interposed between straight portions 30 and 32. One end of diagonal portion 34 is joined at one end thereof to one end of straight portion 30 at a curved juncture 50, the other end of portion 34 joining one end of diagonal portion 40 at a curved juncture 52. The other end of portion 40 is connected to one end of diagonal portion 42 at a curved juncture 54, the other end of portion 42 joining one end of diagonal portion 48 at a curved juncture 56. The opposite end of portion 48 is connected to one end of straight portion 32 at a curved juncture 58. The opposite end of straight portion 32 is connected to one end of diagonal portion 46 at a curved juncture and the other end of portion 46 is joined to one end of diagonal portion 44 at a curved juncture 62. The opposite end of portion 44 is connected to one end of diagonal portion 38 at a curved juncture 64 and the other end of portion 38 is connected to one end of diagonal portion 36 at a curved juncture 66. The other end of portion 36 is connected to the opposite end of straight portion 30 at a curved juncture 68. Thus, strip 16 defines a configurated pattern forming a pair of triangularly shaped side section with three side-by-side related diamond shaped sections extending therebetween. Of course, the pattern of strip 16 illustrated in FIG. 4 is formed from an elongated strip bent to the desired configuration with the free ends of the strip suitably spliced in any conventional manner.
Stip l8 adds additional support and reinforcement for body 12 and the overlying strips 14 and 16. Strip 18 extends lengthwise of body 12 along substantially the longitudinal axis thereof and terminates at its opposite ends in a pair of loop or eye formations 70 projecting axially beyond the opposite ends of body 12.
The curved junctures 50-68 form loops projecting laterally outwardly beyond the marginal edges of body 12 and, together with loops 28 and 70 provide means for receiving hooks of a chain or other suitable lifting device for facilitating the raising of one edge of bearer when loaded with material.
The three strips 14, 16 and 18 preferably are formed of a strong, flexible, moisture-proof, tear-resistant fabric such as nylon webbing for example, or any other suitable flexible materials having similar properties and weathering characteristics. The cross patterns formed by strip 16 and the generally longitudinal cross pattern formed by strip 14 offer support and reinforcement for body 12 to enable the latter to support extremely heavy loads. It should be understood that the configurations of each of these strips may vary within the purview of this invention so long as they form intersecting cross patterns extending along the length of body 12 sufficiently reinforcing the latter to withstand the load requirements.
FIGS. 13 illustrate the use of bearer 10 in a construction operation in which a trench T is formed for the placement of pipes, conduits and the like. Prior to digging, bearer 10 is placed on the ground surface S adjacent the area to be excavated with the longitudinal edges of bearer 10 extending parallel to the excavation. Normally, bearer 10 would lie in a flat condition following the general contour of ground surface S and the loose material M removed in the formation of Trench T is deposited on body 12 of bearer 10. However, any vegetation V, as shown in FIG. 1, or any other upstanding projections, in close proximity to trench T are covered by portions of bearer 10 to protect the same against the loose material dumped on bearer 10. This allows the material to be expeditiously and rapidly dumped without undue concern for the surrounding vegetation.
A side portion 74 of bearer 10 adjacent the area to be dug is initially reversely bent so as to extend rearwardly of bearer 10. After the trench T is formed, this reversely bent portion 74 is bent downwardly and suspended in trench T as shown in FIG. I for a purpose to be explained.
When it is desired to refill trench T, the side of bearer 10 remote from trench T or side portion 74 is lifted by any suitable means, such as hooks engagable with the loops on bearer 10, to discharge the loose material M into trench T. The disposition of side portion 74, which is bent downwardly into trench T, prevents rearward slippage of bearer 10 relative to the loose material M, which otherwise might occur when lifting the opposite side of bearer 10. Because of the flexibility of bearer 10, the flow of material M from bearer 10 can be effectively controlled so as to meter the flow of material M into trench T, as shown in H0. 2, to more efficiently carry out the refill operation. This is especially important when piping or other components are placed in trench T and all of the material M cannot be refilled in trench T. When the refill operation is completed, as
shown in FIG. 3, bearer 10 is removed and the partially embedded portion 74 is withdrawn from the refilled trench T, leaving a clean area adjacent the trench. While the grass on ground surface S underlying bearer 10 may be matted down, it remains undamaged and in a relatively short period of time resumes its natural condition. The vegetation protected by bearer 10 remains intact, thereby preserving the natural environment around the excavation. Also, where buildings or appurtenances are located in close proximity to the excavation, a portion of bearer 10 remote from the excavation can be bent upwardly to lie against the lower end of such exposed appurtenances to shield them against the material removed from the excavation, which material would otherwise be dumped against these appurtenances. When not in use, bearer 10 can be conveniently folded or rolled into a compact unit for storage and transport.
The present invention thus provides a simple and novel expedient in the form of a flexible bearer for supporting the loose material removed from an excavation while protecting the surrounding area and any vegeta tion or appurtenances existing thereon. The flexibility of the bearer renders it capable of metering the flow of material discharged from the bearer into the excavation. Moreover, the bearer can be folded or rolled into a compact form for convenience in storage and handling. By the provision of reinforcing, flexible strips secured to the underside of the bearer, the latter is materially strengthened for supporting extremely heavy loads. Also, the symmetrical cross pattern configuration of these strips insures equal support and reinforcement for the entire area of the bearer body.
A preferred embodiment of this invention having been described in detail, it is to be understood that this has been done by way of illustration only and than numerous modifications thereof may be made without departing from the broad spirit and scope of this invention.
I claim:
1. A bearer comprising: an elongated body formed of a flexible sheet of moisture-proof, tear resistant material adapted to receive bulk material on one side thereof; a plurality of reinforcing strips of flexible material sewn to the other side of said body and arranged in an intersecting pattern thereacross, said plurality of reinforcing strips including a first endless strip and a second endless strip; said first strip having a pair of straight portions extending lengthwise of said body along the longitudinal edges thereof and a pair of diagonal portions extending from the opposite ends of one of said straight portions to the opposite ends of the other of said straight portions; said diagonal portions intersecting intermediate their opposite ends; the opposite ends of said straight portions and said diagonal portions being joined together at curved junctures forming loops projecting axially outwardly of the opposite ends of said body; said second strip having a pair of straight portions extending crosswise of said body along the marginal edges thereof and a plurality of intersecting portions between said straight portions extending across said body; certain of said intersecting portions joined to said straight portions and to certain other of said intersecting portions at curved junctures forming loops projecting laterally outwardly from the longitudinal edges of said body.
v 6 2. A bearer according to claim 1 including a third re- 3. A bearer according to claim 1 wherein said flexible mforcmg strip extendmg lengthwise dong the longitu' sheet material is laminated nylon and said reinforcing dinal axis of said body; said third strip terminating in loop formations projecting axially outwardly from the opposite ends of said body. 5
strips are formed of nylon webbing.

Claims (3)

1. A bearer comprising: an elongated body formed of a flexible sheet of moisture-proof, tear resistant material adapted to receive bulk material on one side thereof; a plurality of reinforcing strips of flexible material sewn to the other side of said body and arranged in an intersecting pattern thereacross, said plurality of reinforcing strips including a first endless strip and a second endless strip; said first strip having a pair of straight portions extending lengthwise of said body along the longitudinal edges thereof and a pair of diagonal portions extending from the opposite ends of one of said straight portions to the opposite ends of the other of said straight portions; said diagonal portions intersecting intermediate their opposite ends; the opposite ends of said straight portions and said diagonal portions being joined together at curved junctures forming loops projecting axially outwardly of the opposite ends of said body; said second strip having a pair of straight portions extending crosswise of said body along the marginal edges thereof and a plurality of intersecting portions between said straight portions extending across said body; certain of said intersecting portions joined to said straight portions and to certain other of said intersecting portions at curved junctures forming loops projecting laterally outwardly from the longitudinal edges of said body.
2. A bearer according to claim 1 including a third reinforcing strip extending lengthwise along the longitudinal axis of said body; said third strip terminating in loop formations projecting axially outwardly from the opposite ends of said body.
3. A bearer according to claim 1 wherein said flexible sheet material is laminated nylon and said reinforcing strips are formed of nylon webbing.
US00240364A 1972-04-03 1972-04-03 Flexible bearer Expired - Lifetime US3788253A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US24036472A 1972-04-03 1972-04-03

Publications (1)

Publication Number Publication Date
US3788253A true US3788253A (en) 1974-01-29

Family

ID=22906232

Family Applications (1)

Application Number Title Priority Date Filing Date
US00240364A Expired - Lifetime US3788253A (en) 1972-04-03 1972-04-03 Flexible bearer

Country Status (1)

Country Link
US (1) US3788253A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4477206A (en) * 1980-09-16 1984-10-16 S.P.A. Officine Maccaferri Gia Raffaele Maccaferri & Figli Flexible mattress-like element usable at ballast for immobilizing and protecting underwater pipelines
US4813200A (en) * 1984-10-29 1989-03-21 Kirchner Dietrich A H Large container for pourable, pasty and sludge-like materials and a method of using the same
US20050127481A1 (en) * 2003-12-12 2005-06-16 Kenichi Yoshimochi Semiconductor device
US10221533B2 (en) * 2014-09-22 2019-03-05 Sox, Llc Shoreline stabilization, restoration, and runoff filtration

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2423308A (en) * 1945-06-08 1947-07-01 Frieder Net
US2596735A (en) * 1949-09-16 1952-05-13 John H Suarez Sink pad
US2943380A (en) * 1959-05-07 1960-07-05 Jerome L Suckle Dropcloth
US3616151A (en) * 1968-02-02 1971-10-26 Elliniki Kiomihania Plastikon Plastic sheet having thickened margins and reinforced eyelets in margin areas
US3622429A (en) * 1968-11-25 1971-11-23 James A Kippan Synthetic strap
US3627620A (en) * 1967-02-28 1971-12-14 Johnson & Johnson Reinforced plastic sheeting
US3687764A (en) * 1967-09-27 1972-08-29 Ethyl Corp Method for producing a multilayer reinforced plastic sheet material

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2423308A (en) * 1945-06-08 1947-07-01 Frieder Net
US2596735A (en) * 1949-09-16 1952-05-13 John H Suarez Sink pad
US2943380A (en) * 1959-05-07 1960-07-05 Jerome L Suckle Dropcloth
US3627620A (en) * 1967-02-28 1971-12-14 Johnson & Johnson Reinforced plastic sheeting
US3687764A (en) * 1967-09-27 1972-08-29 Ethyl Corp Method for producing a multilayer reinforced plastic sheet material
US3616151A (en) * 1968-02-02 1971-10-26 Elliniki Kiomihania Plastikon Plastic sheet having thickened margins and reinforced eyelets in margin areas
US3622429A (en) * 1968-11-25 1971-11-23 James A Kippan Synthetic strap

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4477206A (en) * 1980-09-16 1984-10-16 S.P.A. Officine Maccaferri Gia Raffaele Maccaferri & Figli Flexible mattress-like element usable at ballast for immobilizing and protecting underwater pipelines
US4813200A (en) * 1984-10-29 1989-03-21 Kirchner Dietrich A H Large container for pourable, pasty and sludge-like materials and a method of using the same
US20050127481A1 (en) * 2003-12-12 2005-06-16 Kenichi Yoshimochi Semiconductor device
US7205628B2 (en) * 2003-12-12 2007-04-17 Rohm Co., Ltd. Semiconductor device
US20070152274A1 (en) * 2003-12-12 2007-07-05 Rohm Co., Ltd. Semiconductor device
US7276772B2 (en) * 2003-12-12 2007-10-02 Rohm Co., Ltd. Semiconductor device
US10221533B2 (en) * 2014-09-22 2019-03-05 Sox, Llc Shoreline stabilization, restoration, and runoff filtration

Similar Documents

Publication Publication Date Title
US4227829A (en) Soil erosion prevention blocks
US4136995A (en) Portable dams
US4413029A (en) Protective cover for pile of particulate material
US4135843A (en) Erosion control mat
EP0018082B1 (en) Underwater erosion control structure
US3788253A (en) Flexible bearer
EP3555373B1 (en) Sack for civil engineering works, method for its manufacture, and realisation of such works
US3592007A (en) Retainer for floating debris
US3707007A (en) Pool cover arrangement
US11613447B2 (en) Heavy-duty lifting sling apparatus and methods for using the same
KR20160093294A (en) The traction means having gaebion and its construction methods
US1363690A (en) Irrigation-ditch lining
JP2001008547A (en) Vegetation mat and its production
JPS5941257Y2 (en) Slope protection material
JPH0657724A (en) Subaqueous covering sheet of underwater structure and method of construction of laying thereof
JPH0531101Y2 (en)
SU798327A1 (en) Mobile filling-in fence
US2129955A (en) Dragline rock scraper
EP3816066B1 (en) Bag material and crushed stone placement method using bag material
US33506A (en) Improvement in ditching and tile-laying machines
JP3053376U (en) Seawall
RU189658U1 (en) ANTI-EROSION CONTAINER ROMBIC
RU2726492C1 (en) Method of placing strap on stitching point of belt of textile cargo sling (embodiments) and method of stitching ends of cargo textile sling tape (embodiments)
KR102002116B1 (en) Sewing device of mat for soft-ground
JP2000054341A (en) Construction of drainage layer in stabilizing method of sandy beach