This application claims priority from Provisional Application No. 63/027,821, filed May 20, 2020, the entire contents of which are herewith incorporated by reference.
BACKGROUNDA common arduous task is documenting job site depths. This task needs to be done for a diverse variety of projects including engineering, architectural and industrial planning, excavation, grading, foundations, landscaping, septic systems, pools/spas, foundation settlement, remodeling and forensics. An operator will typically dig using an excavator, and the depth of the dig is based on the depth of the shovel of the excavator.
Existing technology for sensing depth is complex. A typical technology uses microcontroller inputs from multiple angle and tilt sensors located on excavator moving elements, to synthesize a value indicative of depth. This is costly and has substantial installation and calibration time and numerous failure modes.
SUMMARY OF THE INVENTIONThe inventor recognized a number of drawbacks with the current systems and invented a better way of detecting depth automatically during such a dig.
The present application describes using the core of a bubble free high Precision Altimeter on an the excavator to determine the depth of a dig.
This allows fast and easy installation, calibration and improvement of cost and labor savings, work quality and safety benefits of instant, and readings of depth of excavation, from the cab without a laser and rod man.
BRIEF DESCRIPTION OF THE DRAWINGSIn the Drawings:
FIG.1 shows a digger with an embodiment installed;
FIG.2 shows a closeup of the altimeter Reference Cell mounted on the shovel; and
FIG.3 shows a display that is visible inside the cab of the excavator.
DETAILED DESCRIPTIONAn embodiment, as described herein, describes using an electronic pressurized hydrostatic altimeter to determine the depth of the dig when using a mechanical digger device. The device, called the ZIPLEVEL® EZDepth® is an inexpensive alternative to costly cab based digital depth instruments. The EZDepth® uses the core of the quarter century proven ZIPLEVEL® PRO-2000, which is a pressurized, bubble free High Precision hydrostatic altimeter.
This bubble free device has a Reference Cell with a compliant diaphragm that separates a hydrostatic liquid from a pressurizing gas. Both the liquid and gas are routed through a dual bore core and routed over liquid carrying lines to a differential pressure sensor in the display portion of the device. In the pressure sensor, the gas pressure is applied to one side of the sensor diaphragm and the hydrostatic liquid to the opposite side. This arrangement avoids measurement of the pressurizing gas pressure changes over temperature and time while preventing desorption of gases and bubble formation in any liquid located above the reservoir, a problem that has limited historic hydrostatic altimeters to storage and use below the liquid reservoir.
In an embodiment, the Reference Cell is taken out of the hub of the standard ZIPLEVEL®. The reference cell is armored with ABS or other ruggedized material, and secured as close as possible to the bucket pivot, as shown inFIG.1. The liquid carrying lines travel via a dual bore tube, e.g.,30′ of tube, that is attached via tie wrap to the hydraulic lines of the digger and the excess is coiled and secured near the cab. The display (containing the differential pressure sensor) is also located in the cab.
An embodiment is shown in the figures.
FIG.1 illustrates theexcavator100, which has been retrofitted with the ZIPLEVEL® EZDepth® device. The excavator, as conventional, includes acab105, and ashovel120. Theshovel120 has ashovel bottom surface125. There is also apivot126, and the shovel pivots on the pivot point. The shovel is attached to an arm, and thepivot126 connects between thearm115 and theshovel120.
In an embodiment, theReference Cell130 is attached to the arm of the excavator, as close as possible to thepivot126. Thereference cell130 is connected to adual bore tube135 which connects thereference cell130 to thedisplay140, which automatically calculates the depth. In the embodiment, thereference cell130 is connected using a stainless steel tightenable clamp (e.g., a hose clamp), described herein and shown with reference toFIG.2.
Thehose135 travels along the arm of the excavator, adjacent to the hydraulic lines, and to thedisplay140 in the cab of the vehicle or the Whatever.
In the embodiment, thereference cell130 is shown being connected to the arm of the excavator, using ahose clamp200. Thehose clamp200 is tightened around the reference cell and theexcavator arm115, to hold the reference cell into place.
This has the effect of measuring the altitude of the reference cell, which altitude, which is then displayed on thedisplay140.
In an embodiment, the display includes a number of controls, including a calibration control, a scale control and a zerocontrol300. In operation, the user can place thebottom surface125 of the digging bucket against the ground, and press the zerobutton300. This has the effect of zeroing the location of the digging bucket, thus allowing further measurements after that zero operation, to read absolute depth of the bottom of the digging bucket.
An optional ZIPLEVEL® SmartLink sends data to smart devices on a panel or up to 100′ away for real time profiles and tables or elevations plotted on site photos (described in application Ser. No. 17/248,599, filed Apr. 6, 2021) for instant sharing of documentation before, during and at the end of your project.
The previous description of the disclosed exemplary embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these exemplary embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.