Metal strip for use in stabilized earth structures

Claim 2

A rolled metal strip for use in the frictional stabilisation of earth structures, the strip being capable of sustaining tensile forces when embedded in an earth mass, the strip comprising a plurality of thickened reinforcement regions spaced at intervals along the length of the strip, said reinforcement regions being formed during the rolling of the strip and ach being between 40 mm and 100 mm in length, the strip being cut to a desired length with one of said reinforcement regions being located at or near an end of the strip, an aperture being formed through the end reinforcement region and being suitable to receive fastening means to locate the strip in a stabilised earth structure.

Claim 3

A strip as claimed in claim 1, wherein the cut is made at or near one longitudinal end of the reinforcement region.

Claim 4

A strip as claimed in claim 1, wherein the reinforcement regions increase in thickness gradually at each end thereof.

Claim 5

A strip as claimed in claim 3, wherein the increase in thickness takes place in two generally straight sections of different gradient.

Claim 6

A strip as claimed in claim 1, wherein the reinforcement regions are symmetrical about the laterally extending central plane of the strip.

Claim 7

A strip as claimed in claim 1, wherein the increase in thickness takes place on both faces of the strip, the longitudinal profiles of the two faces being substantially the same as each other but longitudinally offset.

Claim 8

A strip as claimed in claim 1, including transverse ribs provided at intervals on both faces of the strip between said reinforcement regions.

Claim 9

A strip as claimed in claim 1, wherein the strip is between 3.5 m and 11.5 m in length.

Claim 10

A strip as claimed in claim 1, wherein the reinforcment regions are spaced at intervals of between 350 mm and 1400 mm.

Claim 11

A rolled metal strip for use in the frictional stabilization of earth structures, the strip being capable of sustaining tensile forces when embedded in an earth mass, the strip comprising a plurality of thickened reinforcement regions spaced at intervals along the length of the strip and extending generally symmetrically from both sides of the strip, said reinforcement regions being formed during the rolling of the strip and each being between 40 mm and 100 mm in length, the strip being cut to a desired length with one of said reinforcement regions being located at or near an end of the strip, an aperture being formed through the end reinforcement region and being suitable to receive fastening means to locate the strip in a stabilised earth structure.

Claim 12

A rolled metal strip for use in the frictional stabilization of earth structures, the strip being capable of sustaining tensile forces when embedded in an earth mass, the strip comprising a plurality of thickened reinforcement regions spaced at intervals along the length of the strip and extending generally symmetrically from both sides of the strip, said reinforcement regions being formed during the rolling of the strip and each being between 40 mm and 100 mm in length, the strip being cut to a desired length with one of said reinforcement regions being located at or near an end of the strip, an aperture being formed through the end reinforcement region and being suitable to receive fastening means to locate the strip in a stabilised earth structure.

Claim 13

The metal strip of claim 10 having a thickness between 4 and 8 mm and a width between 40 and 60 mm.

Claim 14

The metal strip of claim 10 having a thickness between 4 and 8 mm.

Claim 15

The metal strip of claim 10 further including transverse ribs between the reinforcing regions, each transverse rib having a dimension, measured in the longitudinal direction of the strip, which is the same order as the thickness of the strip.

Claim 16

The metal strip of claim 13 wherein each transverse rib is about 3 mm high and about 5 mm wide, measured in the longitudinal direction of the strip.

Claim 17

The metal strip of claim 10 wherein the increase in thickness of the reinforcing region relative to the thickness of the strip is the same order as the thickness of the strip.

Claim 18

The metal strip of claim 10 wherein the aperture has a diameter of at least 10 mm.

Claim 19

The metal strip of claim 10 wherein the strip is manufactured from a metal in the group consisting of ASTM A572 steel and ASTM A36 steel.

Claim 20

The metal strip of claim 10 wherein the strip has a length, 1, and a thickness, t, and wherein the ratio of that length, 1, to that thickness, t, lies between 437.5 and 2875.

Claim 21

The metal strip of claim 10 wherein the reinforcement regions are longitudinally spaced from one another by a distance of about 700 mm.

Claim 22

The metal strip of claim 10 wherein the strip is galvanized.

Claim 23

A stabilised earth structure comprising a plurality of facing units, an earth mass behind the facing units, a plurality of rolled metal strips extending rearwardly into the earth mass from the facing units, and fastening means for attaching the strips to the facing units, wherein each said strip is capable of sustaining tensile forces to which it is subjected in the earth mass, each said strip having a plurality of thickened reinforcement regions spaced at intervals along the length of the strip, said reinforcement regions being formed during the rolling of each said strip and each being between 40 mm and 100 mm in length, each said strip being cut to a desired length with one of said reinforcement regions being located at or near an end of the strip, an aperture being formed through the end reinforcement region and receiving said fastening means to attach the strip to a respective facing unit.

Claim 24

A stabilised earth structure comprising a plurality of facing units, an earth mass behind the facing units, a plurality of rolled metal strips extending rearwardly into the earth mass from the facing units, and fastening means for attaching the strips to the facing units, wherein each said strip is capable of sustaining tensile forces to which it is subjected in the earth mass, each said strip having a plurality of thickened reinforcement regions spaced at intervals along the length of the strip, said reinforcement regions being formed during the rolling of each said strip and each being between 40 mm and 100 mm in length, each said strip being cut to a desired length with one of said reinforcement regions being located at or near an end of the strip, an aperture being formed through the end reinforcement region and receiving said fastening means to attach the strip to a respective facing unit.

Claim 25

A stabilised earth structure comprising a plurality of facing units, an earth mass behind the facing units, a plurality of rolled metal strips extending rearwardly into the earth mass from the facing units, and fastening means for attaching the strips to the facing units, wherein each said strip is capable of sustaining tensile forces to which it is subjected in the earth mass, each said strip having a plurality of thickened reinforcement regions spaced at intervals along the length of the strip and extending generally symmetrically from both sides of the strip, said reinforcement regions being formed during the rolling of each said strip and each being between 40 mm and 100 mm in length, each said strip being cut to a desired length with one of said reinforcement regions being located at or near an end of the strip, an aperture being formed through the end reinforcement region and receiving said fastening means to attach the strip to a respective facing unit.

Claim 26

A stabilised earth structure comprising a plurality of facing units, an earth mass behind the facing units, a plurality of rolled metal strips extending rearwardly into the earth mass from the facing units, and fastening means for attaching the strips to the facing units, wherein each said strip is capable of sustaining tensile forces to which it is subjected in the earth mass, each said strip having a plurality of thickened reinforcement regions spaced at intervals along the length of the strip and extending generally symmetrically from both sides of the strip, said reinforcement regions being formed during the rolling of each said strip and each being between 40 mm and 100 mm in length, each said strip being cut to a desired length with one of said reinforcement regions being located at or near an end of the strip, an aperture being formed through the end reinforcement region and receiving said fastening means to attach the strip to a respective facing unit.