U.S. patent number 3,817,624 [Application Number 05/330,718] was granted by the patent office on 1974-06-18 for apparatus for establishing a line in the same plane as a reference line.
Invention is credited to John W. Martin.
United States Patent |
3,817,624 |
Martin |
June 18, 1974 |
APPARATUS FOR ESTABLISHING A LINE IN THE SAME PLANE AS A REFERENCE
LINE
Abstract
This disclosure relates to surveying apparatus and, in
particular, to the use of a laser beam for producing a subsurface
line in the same vertical plane as a reference line so as to
establish direction of tunneling.
Inventors: |
Martin; John W. (Arlington,
VA) |
Family
ID: |
26898541 |
Appl.
No.: |
05/330,718 |
Filed: |
February 8, 1973 |
Related U.S. Patent Documents
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Application
Number |
Filing Date |
Patent Number |
Issue Date |
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203358 |
Nov 30, 1971 |
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Current U.S.
Class: |
356/138; 356/153;
359/638; 359/833 |
Current CPC
Class: |
G01C
15/002 (20130101) |
Current International
Class: |
G01C
15/00 (20060101); G01b 011/26 () |
Field of
Search: |
;350/13,173,286,170
;356/16,138,156,153 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Wibert; Ronald L.
Assistant Examiner: Godwin; Paul K.
Parent Case Text
This invention relates to methods and apparatus for establishing a
line in the same plane as a reference line and, more particularly,
to improvements in the art of surveying. This application is a
continuation-in-part of my application Ser. No. 203,358 filed Nov.
30, 1971 now abandoned.
Claims
What is claimed is:
1. Apparatus for surveying comprising means to establish a
horizontal reference laser beam in a desired direction, upper and
lower beam reflecting means each comprising two mutually spaced
reflecting elements, a first element of said upper means
intercepting said beam and directing a portion of it vertically
downwardly, one of said elements of said lower means intercepting
said vertical beam, and means relatively to adjust the position of
the elements of said lower means to cause coincidence of the beam
reflected from said one element of said lower means with said
reference beam in one of said other elements with said beam between
said elements of said lower means in the same plane as said
reference beam.
2. Apparatus as claimed in claim 1 in which said other element of
said lower means is bodily rotatable about said one element
thereof.
3. Apparatus for surveying comprising means to establish a
horizontal laser beam reference line in a desired direction, a
means for intercepting and dividing this reference line into two
beams and for deflecting these resulting beams vertically downward,
and an assembly including two reflective elements, one for
intercepting each of the two descending beams and means for
rotating one of said elements relative to the other to reconstitute
the two vertical beams into a single beam in the same vertical
plane as the reference line, one of the reflective elements of said
assembly projecting a beam substantially coaxial with that between
said elements.
4. Apparatus as claimed in claim 3, further comprising means to
tilt said assembly to direct the reconstituted single beam at a
desired vertical angle to the reference beam but within the same
vertical plane.
5. Apparatus for surveying in tunnels comprising means to establish
a laser beam reference line in the desired direction of tunneling,
a prism assembly for intercepting said reference line beam at the
edge of said tunnel shaft and for reflecting a portion of said
reference line beam vertically downward while the remainder thereof
continues in its original direction, a first prism at the foot of
said tunnel shaft for redirecting said reflected portion
approximately in the desired direction of tunneling, a dividing
prism for returning a portion of said redirected reflected portion
toward the surface while the remainder continues in its said
approximate desired direction, a deflecting prism assembly at the
surface of the shaft for redirecting the arriving vertical beam
along the original laser path, means to orient said first and said
dividing prisms to cause said remainder of said redirected
reflected beam in the tunnel to assume the same parallel direction
as the reference line.
Description
A problem common in several fields of precise surveying is the
transfer of a reference direction from one plane to another. This
problem is encountered, for example, when interrelated parts of a
large machine must be installed on several different levels of a
building; when fabrication jigs must be set up for the building of
ships and aircraft; in tunneling and mining operations. This
problem is probably most acute in mining and tunneling because of
the conditions under which the work must be done and the extent of
the operations. Tunnels must follow known surface directions and
frequently radiate from vertical shafts of comparatively small
diameter. Further difficulties arise because techniques used today
involve the duplication of the reference line rather than the mere
transfer of it, thus introducing errors that vary with the time and
equipment available or that simply cannot be entirely overcome.
The surveyor has several techniques available to him for
transferring a known horizontal direction down a narrow shaft. One
common technique is to stretch a pair of strings across the top of
the shaft at right angles to each other, one string in line with
the intended direction of the tunnel. A theodolite (a precise
angle-measuring instrument) is set up at the foot of the shaft. The
operator sights vertically through the theodolite and moves the
instrument until the cross-hairs of the theodolite are coincident
with the two strings. He then rotates the telescope of the
theodolite parallel with the string that runs in the same direction
as the tunnel until the telescope is horizontal. The theodolite is
then pointing along the axis of the proposed tunnel.
A second solution involves the use of an optical plummet, a device
that enables the operator to look vertically upward or downward.
This instrument is set up on the floor of the shaft and shifted
until it is directly beneath one end of the string that lies along
the intended direction of the tunnel. A mark is placed on the floor
of the shaft beneath the plummet. This operation is repeated on the
opposite side of the shaft. A line connecting these two points, as
determined by a transit, for example, lies along the axis of the
tunnel.
A third solution involves substituting wires and plumb bobs for the
optical lines produced by the plummet. Marks are placed on the
shaft floor directly beneath the plumb bobs or a transit is
manipulated until it is on line with the two wires. This technique
also allows tunnels to be run from shafts at levels other than the
floor.
The difficulty with these solutions is that they all result in
approximations of the true direction: The width of the string, the
oscillations of the wires, the time consumed in making observations
that eliminate misadjustments in the instruments, the dependence
upon the diameter of the shaft, are all matters that limit
effectiveness.
Experiments with laser plummets are appearing in the literature,
and azimuths are being measured underground with gyrotheodolites,
instruments that seek north with a gyroscope and permit angles to
be turned from this direction as a means of establishing azimuth
directly. These are very expensive instruments, and the technique
of using them is quite slow, for it is simply time-consuming for
the instrument to settle on the meridian, regardless of its
design.
My device substitutes a laser beam for the stringline across the
top of the shaft, for the two vertical lines represented by the
plumb lines or the plummet, and the line across the bottom of the
shaft reproduced by the transit or theodolite.
Other objects and advantages of my invention will be apparent upon
consideration of several embodiments thereof in conjunction with
the annexed drawings wherein:
FIG. 1 is a schematic perspective view of a laser beam and one form
of apparatus which I have developed for dividing and changing the
direction thereof to accomplish some of the objectives of my
invention; and
FIG. 2 is also a schematic perspective view of a laser beam and my
preferred apparatus for dividing and changing the direction thereof
to accomplish the objectives of my invention in the best fashion
known to me at this time.
Referring now to FIG. 1 in further detail, a laser beam is
projected from a suitable source 10 across the top of a tunnel
shaft and on line with the intended direction of the tunnel. An
optical assembly 11, consisting, for example, of two 45.degree.
beamsplitters 12 and 13, is introduced into this beam. This device
11 is leveled by conventional means and then oriented until its
longitudinal axis is coincident with that of the original laser
beam. When this occurs, part of the beam is deflected vertically
downward 17 and part passes undeflected through the device. At the
foot of the shaft the arriving beam is received and redirected
upward in an adjacent path 18 to the first device by a second
optical device 14, also consisting essentially of two 45.degree.
beamsplitters 15 and 16. The lower device 14 is oriented (leveled,
revolved about axis 17, and shifted by conventional means) until
the remnant of the original beam being sent upward 18 from
beamsplitter 16 is collected at the surface by the first device 13
and is in coincidence with the original laser beam. ("Coincidence"
may be determined visually, by using lenses to transmit an image
through the system, or electronically, by measuring beam intensity,
for example.) When coincidence occurs, the longitudinal axis of the
lower device is parallel with the original laser beam. That is, the
system is auto-collimating.
If provision is made in the lower device to allow the laser beam to
escape horizontally, this beam 19 will be parallel with the
original beam and will display the direction the tunnel should
take.
The principal contribution this device makes to solving the problem
of transferring reference lines is that the method is relatively
independent of the entrance aperture; that is, the device will
operate in shafts of significantly smaller diameter than current
methods will permit. A second benefit of this device is that the
solution of transferring the original line includes the line
itself. Finally, the device transfers azimuth and position
simultaneously, since if the position of the upper assembly is
known, axis 17, for example, the position of the lower assembly
will be known also.
The foregoing embodiment has two limitations, however, which are
that:
1. The ascending front beam 18 is not deflected by the upper
assembly 11 in a manner corresponding precisely to the rotational
movement of the lower assembly. That is, a rotation of the lower
assembly about the axis, 17 results in a direct horizontal sweeping
motion of the lower horizontal beam, causes, in the upper assembly,
a shift in the horizontal beam 20 parallel to the original beam
rather than angular to it; and
2. The dependence upon the upper assembly for collimation creates
an interdependence between the two assemblies that may cause
difficulties in use.
In the preferred embodiment, see FIG. 2, these limitations are
obviated by the disclosed construction. In FIG. 2, again there is a
laser beam projected from a source 20, but here the upper assembly
21 is comprised of two 45.degree. prisms or front surface mirrors
22 and 23 sloping faces being parallel rather than convergent, as
is the case in FIG. 1. The back prism or mirror 22 is so coated
that 50 percent of the light striking the coated face is deflectd
vertically downward along a path 27 and the remainder of the light
is allowed to continue on its original path. The front prism or
mirror 23 is fully coated and thus reflects all of this remaining
light vertically downward along a path 28.
The lower assembly 24 also consists of two 45-degree prisms or
mirrors with the sloping faces slanting in the same direction. The
back prism surface 25 is fully coated and so reflects forward all
of the light striking it. The front mirror 26 reflects forward the
descending beam 28 and transmits the light striking it from the
rear reflecting surface 25.
In operation, the reference laser beam will be interrupted by
putting the upper assembly 21 into the beam, after suitable
leveling and calibration (to assure the parallelism of the
reflecting surfaces). Two beams of nearly equal intensity will be
reflected vertically downwardly at 27 and 28.
At the foot of the shaft, or at some other suitable point, the
second assembly 24 will be introduced such that the back beam 27
strikes the approximate center of the back surface 25. This lower
assembly, also leveled and calibrated, is rotated on a normally
vertical axis 31 of the back surface 25 until the front descending
beam 28 is intercepted by the front surface 26.
Two beams will now be reflected forward, one resulting from the
reflection of the descending forward beam 28 off the front surface
of mirror 26 and one resulting from the reflection of the back beam
27 off the back surface 25. When the lower assembly 24 is rotated
about the vertical axis 31 of the back prism, these two horizontal
beams are brought into coincidence and produce the subsurface
reference line. When this occurs, the horizontal axes of both the
upper and lower prism assemblies will be parallel. The system is
auto-collimating as before, with the difference that the process of
achieving auto-collimation is accomplished at one point, rather
than at two.
The lower assembly 24 may be leveled, in which case the forward
beam will be horizontal, or the lower assembly may be tilted about
the axis 32 normal to the rotational axis, so that a predetermined
grade may be projected. As long as the two lower beams remain in
coincidence, they are in the same vertical plane as the reference
beam.
Coincidence of the two lower beams may be determined visually, or a
suitable sensor may be used to indicate the point at which the
coinciding beams reach their maximum intensity.
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