US1461046A

US1461046A - Method of restoring poles

Info

Publication number: US1461046A
Application number: US297939A
Authority: US
Inventors: Frederick W Patterson
Original assignee: Individual
Current assignee: Individual
Priority date: 1919-05-17
Filing date: 1919-05-17
Publication date: 1923-07-10
Anticipated expiration: 1940-07-10

Description

July 10, 1923.

F. W. PATTERSON METHOD OF RESTORING POLES Filed May 17, 1919 FI/KPATTEESQM INVENTOR BAUSILWLG Patented July 10, 1923.

PATENT OFFICE.

FREDERICK W. PATTERSON, OF PITTSBURGH, PENNSYLVANIA.

METHOD OF RESTORING POLES.

Application filed May 17, 1919. Serial No. 297,939.

To all whom it may concern.

.Be it known that I, FREDERICK W. Par- TERsoN, a citizen of the United States of America, residing at Pittsburgh, in the county of Allegheny and State of Pennsylvania, have invented certain new and useful Improvements in Methods of Restoring Poles, of which the following is a specification. v

The present invention relates to a method of restoring and renewing used'telegraph, telephone, power and electric light poles, so that their usefulness may be indefinitely extended.

It is a well known axiom in the engineer in art, that in situations where wooden ipo es are subjected to the alternating influences of changes in the degree of moisture, that the said poles ortim'bers decay very much sooner than when they are subjected to a wholly dry or wholly moist or saturated condition. Such an alternating condition or degree of moisture exists at the ground line of practically all poles of the kind before 2 mentioned, and their decay at this point is certain within a comparatively short period, after being set in position. The method hereinafterdescribed furnishes a means of restoring such injured or decayed poles, so

that they may be continuously used, and their removal accomplished without removal or detachment ofthe overhead wires which they support on their cross arms, and at very small expenseas will be more fully described in this specification.

In the accompanying drawing I have illustrated by a series of figures, and some details of the special devices used, the best mode I have so far devised for the practical "application of the principles of my invention.

- Figure 1 is'a'side elevation of a telegraph pole with the devices used for elevating same in-proper relative position therein.

' Figure 2 is an elevationalview of the pole shown in Figure 1, showing the upper portion severed from the lower and the former removed a sho-rtdistance to one side of'the base portion. a

Figure 3 is a similar elevation to those just described, partly in" section, to illustrate certain features of the invention.

1 Figure lis an end view ofv a cylindrical metal tube used with my invention.

Figure 5 is a side view of Figure 4.

F igure 6 is an elevation of the lower portion of a restored pole, exhibiting the general appearance of same, when the work of restoration has been completed.

Figure 7 is a side elevation of a specially designed head used in connection with a lifting jack in carrying out my invention. I

Figure 8 is a plan View of Figure 7.

Figure 9 is a horizontal section of a lifting jack taken on line 99 of Figure 1.

Figure 10 is a transverse section on line 10-10 of Figure 9.

The numeral 1 indicates a telephone or other pole of the kind above-described; 2 the granite or concrete curb usually found on citystreets; 3 the sidewalk usually of concrete; and 4 the ordinary street paving composed of concrete, bituminous material, or like substance, while 5 indicates the earth beneath the latter. These it will be noted are the customary conditions found in city streets of the present day. The numeral 6 indicates a lifting jack, of which there are a number of types, the oneillustrated being particularly well suited to the purpose in hand, to-wit: the removal of the pole 1, laterally as shown in Figures 1 and 2 of the drawings. The said metal jack 6 has a base 7, within which operates a threaded screw 8, which rotates in bearings at 9, 10 at opposite ends of the base 7. The threaded screw 8 is also provided with

angular ends

11, 12 adapted to be manually operated with an ordinary wrench. 13 indicates an upright part, mounted on a plate 14:, the under surface of which carries a downwardly projecting' screw-threaded lug 15. The screw 8 passes through said lug 15, and as the

ends

11, or 12 are operated, it is at once seen that the upright 13 will advance along the screw 8, according to the direction of rotation of the latter. The upright part 13 has the usual internal mechanism at 16, and socket arm 17 which, when the handle 18 is operated cause the serrated rack bar 19, and its head 20 to be raised (.or lowered) to any desired position. I have a specially constructed head 21 which engages on the top of the usual T shaped top of the rack bar 19, which head 21 is clearly illustrated in Figures 1, '7 and 8. Said head 21 consists of a horizontally disposed channel-iron 22,

a vertically positioned channel-iron 23, and two

gusset plates

24, 24 connecting the said channel-irons as shown. Also a pair of

stiffening angles

26, 27, having flats 28., 28 connecting them, are used to oin the channelirons.

Suitable prongs

30, 31, etc., are formed on, and preferably integral with the channel-iron 23 for engaging the surface of the pole 1. The flats 28 are -provided with handles 32 33 for convenience in handling, and adjusting the head 21 on the top of the metal jack 6. A fiat bar 29 is fastened within the flanges of the channel iron 22 for stiffening the web 34 of the latter. A chain 35 and spacing block 36 are also usually necessary in practicing the present method of pole restoration. '37 indicates a metal and preferably cylindrlcal tube, usually about four feet in length and three-sixteenth of an inch in thickness, the diameter depending on the size of the pole 1 as will be explained.

In practicing my invention I proceed as follows: The lifting jack 6 is placed in position shown in Figure 1 of the drawings on any substantial foundation which is us ally he c b Q surro ng e r h T pecial hea 2 p d. 1 to of the ack: 6 as shown in said Figure 1, achain 35 ad; justed over the top of channel-iron 22, around the pole 1, and the ends, of said chain securely fastened. The handle 18 is next operated to elevate the head. 21 and with it the pole 1, the prongs 30, 31 engaging int-o the side of the pole and assisting in securing a good grip on the same. It is understood that the earth around the pole base is loosened in any suitable manner prior to the lifting operation to facilitate. as much as possible the raising of the pole. It will be noted that as the overhead wires (not shown) are always disposed in the form of a sagged or catenary curve between succes1 sive poles that said surplus wire enables the pole 1 to be raised without the wires at its top being disturbed in any manner, as is at once understood. Ordinarily the pole is cut or hewed with an axe about at ground level, say at point 38 but the exact point depending on the point of worst decay of the pole itself. The pole is next removed by operat-. ing the screw 8 in the jack base 7 to a posi: tion illustrated by Figure 2. The decayed portion illustrated by the space 39v Figure 3 is then entirely removed from the base of the upper portion 40. of the pole as well as the top of the stump portion 41. The end 42 is then reduced in size, by using prefer.- ably a drawknife, to. fit the size of the metal tube 37, and in like manner the upper end of the stump 41 is fitted to enter the tube 37. The Stump 41 is lowered to its original position as at'43 Figure 3-with the casing 37 in position as shown in said figure. Dry earth S l is n Xt tamped in the space 39. to 01m a good foundation for the pole and if preferred one or more layers of plank 44, 48, etc, can be used as a top for the tamped earth as shown.

The pole 1, is then raised to a proper height, to clear the top of tube 37 and returned from the position 45 shown in Figure 2 to the position directly over the tube 37 and ready to be lowered therein. A cement grout (which. is preferably in proportions of one part cement and one part sand) is next poured into the tube 37, and on top of the plank 44. The pole is thenrlo wered by using the jack into the pipe 37, takingits final position as indicated'in Figure 3, the surplus of grout being displaced by the end 42 of the pole. In someplaces where it is desired to water proof the seal between the pol n he op of h sweat arm? 46, s me of the l tter is remo ed for a'denth a say two inches at 47 all around the pole and i h a tube 3 and thespaee filled. with a a p i c l positi n mpes cl f, a Pl lt an an .1 t is ay a ater ig s al s ma l ro n e" polele. nection with the matter of practical sizes a d ep hs. a actually used, by Way of l u rat on, t may be S id th t it i O din ly n f 'p'ole bas 9 say t e e inches in diameter, that a metal tube of. fourteen n hts de di m e t n t es tha t ent s o n n thic ness of metal is the-proper working sizeto give best re? sults. Also the metal tube used is ordinarily about four e in leng h, ith ne and a half feet of same above theground line, or surface. 7

The bottonrof-the pole is usually 5 to 6, feet below the surface and after the decayed portion has been removed it should have app ox m ly ne d h lf feet of s upper t p po n in. n age n ithi the metal tube; while the lower end of the upper section of the pole should have at least an equal portion within the metal tube also. However, it will be understood these sizes and depths vary according to local oondie tions and are merely given as illustration of what usually obtains in praetiee, inthe way of relative sizes and depths used.

Attention is called to the fact that the whole restoration of the pole to a new period of usefulness is accomplished without re: moving or even adjusting any of the overhead wires which the pole supports, and that the final heights of said'wires remain press tically the same as they. were onithe-old pole.

In some cases where the stump port-M1141 is 'badly decayed and unfit for from any cause, a longer casing 37 may he used tov ex -i tend to the bottom of the stump hole in which case the .dryearth' or shale occupies the whole interior of the casing, up to the bottom of the planking-44. The casing 37 under these conditions must of necessity be from six and one half to seven and one half feet in length, according to the local conditions to be met.

It is observed that the expense involved in making the resoration is very small comparatively, and can be made at about half the cost of purchasing and setting a new pole.

The whole method can be performed in an incredibly short space of time, with two or three men, and without interruptions in the power, or lighting service.

From which it is seen that I have provided a very useful and economical method of restoring old telegraph, electric light and similar poles, to a new period of serviceability, which is a matter of importance when the growing increase in cost and scarcity of timber is considered.

What I claim is:

1. In a method for restoring the butts of poles, raisingthe pole vertically to a point where the decayed portion of said pole is exposed above the surface of the ground, severing the stump and removing the said decayed portion; removing the pole laterally away from its original position, and dressing the ends of the pole and stump to fit a metal tube; lowering the stump to its first position, adjusting the metal tube 011 the end of said stump and partly filling the tube with tamped earth and cement grout; and returning and lowering the pole to a position within the metal tube thereby displacing some of the cement grout, so that when the grout sets a secure bond will be established between the stump, the tube and the pole itself.

2. A method of restoring the butts of poles which consists in raising the pole vertically; removing the portion to be replaced; dressing the ends of the pole and stump to fit a metal encasing tube, placing the stump and tube in the stump hole and partly filling the tube with grout; and then placing the pole within the tube, displacing some of the grout and forming a bond between the tube and the pole.

3. A method of restoring poles which consists in raising the pole vertically with a lifting jack having a specially constructed head adapted to engage the pole and the upper end of the lifting jack; removing the portion of the pole to be replaced; transferring the upper section of the pole laterally with the jack away from the stump; lowering the stump to its original position, with a metal tube adjusted on the upper end of same; partly filling the tube with grout; and returning the upper section of the pole laterally and vertically by means of the jack to a position within the said tube, thereby displacing some of the grout and forming a bond between the tube and the pole.

4:. A method of restoring poles which consists in raising the pole vertically with a lifting jack having a specially constructed head adapted to engage the pole and the upper end of the lifting jack; removing the portion of the pole to be replaced; transferring the upper section of the pole laterally with the jack away from the stump; lowering the stump to its original position, with a metal tube adjusted on the upper end of same; partly filling the tube with grout, returning the upper section of the pole laterally and vertically by means of the jack to a position within the said tube, thereby displacing some of the grout and forming a bond between the tube and the pole; removing some of the grout for a small depth all around the pole at the top of the metal tube, and placing in said annular space a waterproof material to a point flush with the top of the metal tube.

In testimony whereof I affix my signature.

FREDERICK l/V. PATTERSON. Witnesses:

WILLIAM A. HIRTLE,

HOWARD C. WATSON.