Pipe positioner

4981395
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Inventors

Datin, Michael C.
Datin, Timothy J.

Application #

488985

Filed

Mar-5-1990

Published

Jan-1-1991

Current US Class

248/49
405/154.1
405/158
405/184.4

International Classes

F16L 001/00

Field of Search

405/154 405/156 405/158 405/157 405/170 405/171 248/49 248/55 294/104 414/747

Examiners

Taylor; Dennis L.

US Patent References

4043139   Pipe holding tool
4166544   Pipe-laying machi...
4218044   Pipeline lifting dev...
4218158   Pipe handling met...
4265566   Apparatus for supp...
4362435   Apparatus for layin...

Referenced by:

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Citation

Cite This Patent

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Abstract
A device to aid in the laying of pipes in a ditch in a position above the bottom thereof while gravel is partially put into the ditch. Then with gravel in the ditch supporting the pipe, the device is conveniently removed.
 
Claims
What is claimed is:

1. A device for positioning sections of pipe in a trench comprising:

a support arm adapted to span the width of a trench in which the ends thereof may be supported by opposite embankments of the trench;

suspension bar means;

means joining the support arm to the suspension bar means;

means whereby the support arm and suspension bar are relatively pivotal;

means whereby the suspension bar is movable vertically with respect to the support arm;

means whereby the suspension bar is movable along the support arm; and

means secured to one end of the suspension bar to releasably hold a section of a pipe.

2. The device set forth in claim 1 in which the support arm is slotted and the means joining the support arm to the suspension bar means has means received in the support arm slot to permit the suspension arm to slide laterally with respect to the support arm.



Description
BACKGROUND OF THE INVENTION

1. Field of the Invention

The invention relates to the laying of sections of pipe and especially laying the sections in a dug trench on a bed of particle material such as gravel. More particularly the field of the invention relates to laying sewer pipe or septic drain pipe in a trench in which it is necessary to align the sections of pipe on a bed of gravel or crushed rock.

2. Description of the Prior Art

When laying sections of pipe in a trench, it is first necessary to dig the trench to a depth below the level designed for the length of pipe. The gravel or crushed rock that provides a bed for the pipe is then filled in the bottom of the trench and the pipe sections are laid upon the gravel. It is understood that the sections must be aligned and often sloped at a fixed angle to provide running of the liquid through the pipe. The process of doing this is quite tedious in that first the gravel is filled into a portion of the trench and a section of pipe is laid on top of it so that the section is aligned with the preceding section. Often additional gravel must be filled in and it is a matter of placement and replacement of a section until the proper amount of gravel is underneath the section to support it in alignment with adjacent sections.
 
  A device for holding nested bell and plain end push on joint pipes in a fixed position utilizing a novel frame work of simple members fastened firmly together....  A pipe support is provided which includes a bearing support defined by a base plate and two upwardly converging legs carrying pins which journal first...