Pipe laying method and apparatus

Claim 1

An apparatus in combination with an adjustable laser beam generating device and a representative section of pipe, wherein the apparatus is used to establish a visual reference for the operator of excavating equipment of the amount of additional excavation needed to meet the grade requirements for laying a pipe string wherein the apparatus comprises: a centerline target unit comprising a stationary target element surrounded by a rigid housing member having a plurality of spaced leg members wherein at least one of the plurality of leg members is provided with an axially extensible element, whereby the stationary target unit may be releasably received within representative sections of pipe having diameters within a given range; and, a grade checker unit comprising an elongated generally rectangular open framework element, having an adjustable target element mounted for relative movement with respect thereto, and a generally horizontally disposed foot portion on the bottom surface of the framework element; wherein the vertical sides of said framework member are provided with indicia representative of length, whereby the relative distance between the adjustable target element and the bottom of the framework member may be accurately determined.

Claim 2

An apparatus in combination with an adjustable laser beam generating device and a representative section of pipe, wherein the apparatus is used to establish a visual reference for the operator of excavating equipment of the amount of additional excavation needed to meet the grade requirements for laying a pipe string wherein the apparatus comprises: a centerline target unit comprising a stationary target element surrounded by a rigid housing member having a plurality of spaced leg members wherein at least one of the plurality of leg members is provided with an axially extensible element, whereby the stationary target unit may be releasably received within representative sections of pipe having diameters within a given range; and, a grade checker unit comprising an elongated generally rectangular open framework element, having an adjustable target element mounted for relative movement with respect thereto, and a generally horizontally disposed foot portion on the bottom surface of the framework element; wherein the vertical sides of said framework member are provided with indicia representative of length, whereby the relative distance between the adjustable target element and the bottom of the framework member may be accurately determined.

Claim 12

A method of excavating a grade to accommodate the desired height and direction of the longitudinal axis of a pipe string comprising the steps of: (a) placing a centerline target unit comprising a stationary target element having a target pattern on its surface within a representative section of pipe whereby the center of the centerline target unit closely approximates the longitudinal axis of the representative section of pipe; (b) placing the representative section of pipe containing the centerline target unit on support means whereby the longitudinal axis of the representative section of pipe is disposed at the desired height and direction of the longitudinal axis of the pipe string; (c) positioning a laser beam generating device such that the generated laser beam will transcribe the desired length and direction of the longitudinal axis of the pipe string; (d) bringing the impingment of the laser beam into close coincidence with the center of the centerline target unit; (e) taking a grade checker unit comprising an elongated open framework element having an adjustable target element mounted thereon, and further having a generally horizontally disposed foot portion on the bottom surface and indicia representative of length on the vertical sides of the open framework element and adjusting the target element such that at least one horizontal line on the target element is disposed at a selected distance from the foot portion on the bottom surface of said framework element, wherein the selected distance represents the required depth of excavation relative to a location on the representative pipe section; (f) moving the grade checker unit at spaced locations along the path of the generated laser beam such that when the foot portion of the open framework element is resting on the ground, the impringement of the laser beam on the adjustable target element relative to the at least one horizonal line will give the operator of excavating equipment a visual indication of the proximity of the excavation to the desired grade.

Claim 13

A method of excavating a grade to accommodate the desired height and direction of the longitudinal axis of a pipe string comprising the steps of: (a) placing a centerline target unit comprising a stationary target element having a target pattern on its surface within a representative section of pipe whereby the center of the centerline target unit closely approximates the longitudinal axis of the representative section of pipe; (b) placing the representative section of pipe containing the centerline target unit on support means whereby the longitudinal axis of the representative section of pipe is disposed at the desired height and direction of the longitudinal axis of the pipe string; (c) positioning a laser beam generating device such that the generated laser beam will transcribe the desired length and direction of the longitudinal axis of the pipe string; (d) bringing the impingment of the laser beam into close coincidence with the center of the centerline target unit; (e) taking a grade checker unit comprising an elongated open framework element having an adjustable target element mounted thereon, and further having a generally horizontally disposed foot portion on the bottom surface and indicia representative of length on the vertical sides of the open framework element and adjusting the target element such that at least one horizontal line on the target element is disposed at a selected distance from the foot portion on the bottom surface of said framework element, wherein the selected distance represents the required depth of excavation relative to a location on the representative pipe section; (f) moving the grade checker unit at spaced locations along the path of the generated laser beam such that when the foot portion of the open framework element is resting on the ground, the impringement of the laser beam on the adjustable target element relative to the at least one horizonal line will give the operator of excavating equipment a visual indication of the proximity of the excavation to the desired grade.

Claim 14

A method of excavating a grade to accommodate the desired height and direction of the longitudinal axis of a pipe string comprising the steps of: (a) placing a centerline target unit comprising a stationary target element having a target pattern on its surface within a representative section of pipe whereby the center of the centerline target unit closely approximates the longitudinal axis of the representative section of pipe; (b) positioning a laser beam generating device such that the generated laser beam will transcribe the desired height and direction of the longitudinal axis of the pipe string; (c) placing the representative section of pipe containing the centerline target unit on support means whereby the longitudinal axis of the representative section of pipe is disposed at the desired height and direction of the longitudinal axis of the pipe string; (d) bringing the impingment of the laser beam into close coincidence with the center of the centerline target unit; (e) taking a grade checker unit comprising an elongated open framework element having an adjustable target element mounted thereon, and further having a generally horizontally disposed foot portion on the bottom surface indicia representative of length on the vertical sides of the open framework element and adjusting the target element such that at least one horizontal line on the target element is disposed at a selected distance from the foot portion on the bottom surface of said framework element, wherein the selected distance represents the required depth of excavation relative to a location on the representative pipe section; (f) moving the grade checker unit at spaced locations along the path of the generated laser beam such that when the foot portion of the open framework element is resting on the ground, the impingment of the laser beam on the adjustable target element relative to the at least one horizontal line will give the operator of excavating equipment a visual indication of the proximity of the excavation to the desired grade.

Claim 15

A method of excavating a grade to accommodate the desired height and direction of the longitudinal axis of a pipe string comprising the steps of: (a) placing a centerline target unit comprising a stationary target element having a target pattern on its surface within a representative section of pipe whereby the center of the centerline target unit closely approximates the longitudinal axis of the representative section of pipe; (b) positioning a laser beam generating device such that the generated laser beam will transcribe the desired height and direction of the longitudinal axis of the pipe string; (c) placing the representative section of pipe containing the centerline target unit on support means whereby the longitudinal axis of the representative section of pipe is disposed at the desired height and direction of the longitudinal axis of the pipe string; (d) bringing the impingment of the laser beam into close coincidence with the center of the centerline target unit; (e) taking a grade checker unit comprising an elongated open framework element having an adjustable target element mounted thereon, and further having a generally horizontally disposed foot portion on the bottom surface indicia representative of length on the vertical sides of the open framework element and adjusting the target element such that at least one horizontal line on the target element is disposed at a selected distance from the foot portion on the bottom surface of said framework element, wherein the selected distance represents the required depth of excavation relative to a location on the representative pipe section; (f) moving the grade checker unit at spaced locations along the path of the generated laser beam such that when the foot portion of the open framework element is resting on the ground, the impingment of the laser beam on the adjustable target element relative to the at least one horizontal line will give the operator of excavating equipment a visual indication of the proximity of the excavation to the desired grade.