CHAPTER XXXIX

OUTSIDE WIRING

In the equipment of lighting and power plants, the cost of the outside

wiring represents a considerable proportion of the total investment,

sometimes costing more than the engines, boilers and dynamos.

A thorough knowledge of outside wiring is therefore necessary to

properly proportion and install the wires so that the system will prove

economical and safe.

=Materials for Outside Conductors.=—Copper wire is now considered to

be the most suitable material not only for the transmission of current

for electric light and power purposes, but also for telegraph and

telephone lines, in place of the iron wire formerly employed.

Hard drawn copper wire is used in outside construction, because its

tensile strength ranges from 60,000 to 70,000 pounds or about twice

that of soft copper. This is desirable to withstand the stresses to

which the wire is subjected which, in the case of long spans, are

considerable.

The table on the next page gives the tensile strength, in pounds per

square inch of cross section, hard drawn copper wire of various sizes

B. & S. gauge.

The metal _aluminum_ possesses certain advantages as a material

for overhead wires. Its conductivity is about .6 that of

copper. The specific gravity of aluminum is about 2.7, while

that of copper is 8.89, so that a given volume of copper will

weigh 3.3 times more than an equal volume of aluminum, and

copper wire of given length and resistance would be about twice

as heavy as an aluminum wire of equal length and resistance.

There are several disadvantages, such as, low tensile

strength, high electro-positive quality of the metal, higher

electrostatic capacity, etc.

TENSILE STRENGTH OF COPPER WIRE

+——————————————-+————————————————+——————————————-+————————————————+

| Size of wire | Tensile | Size of wire | Tensile |

| B. & S. gauge | strength, lbs. | B. & S. gauge | strength, lbs. |

+——————————————-+————————————————+——————————————-+————————————————+

| 0000 | 9971 | 9 | 617 |

| 000 | 7907 | 10 | 489 |

| 00 | 6271 | 11 | 388 |

| 0 | 4973 | 12 | 307 |

| 1 | 3943 | 13 | 244 |

| 2 | 3127 | 14 | 193 |

| 3 | 2480 | 15 | 153 |

| 4 | 1967 | 16 | 133 |

| 5 | 1559 | 17 | 97 |

| 6 | 1237 | 18 | 77 |

| 7 | 980 | 19 | 61 |

| 8 | 778 | 20 | 48 |

+——————————————-+————————————————+——————————————-+————————————————+

=Pole Lines.=—In the majority of cases overhead conductors are

supported by wooden poles. In tropical countries, however, such as

India, Central America, etc., where wood is rapidly destroyed by

the ravages of white ants and other insects, iron poles are almost

exclusively used for telegraph, telephone, and other electric

transmission lines. The form of iron pole generally adopted consists of

tapering shells of sheet iron of convenient length, riveted together at

their ends and set into cast iron base plates which are buried in the

ground.

[Illustration: FIGS. 921 to 929.—Pole construction tools. Fig. 921,

long handled digging shovel; fig. 922, digging bar; fig. 923, crow and

digging bar; fig. 924, tamping and digging bar; fig. 925, wood handle

tamping bar; fig. 926, slick digging tool; fig. 927, post hole augur;

fig. 928, carrying hook; fig. 929, tamping pick.]

=Wooden Poles.=—On account of their size and straightness, various

species of northern pine, cedar and cypress are especially suitable for

large poles. Chestnut, which can be readily sawed and hewed is a very

good material for smaller poles. Sawed redwood is extensively used in

California.

=Preservation of Wooden Poles.=—The preservation of wooden poles

employed in line work is a matter of importance. Decay of the pole at

or near the soil line is caused primarily by various forms of bacteria

or fungi, and in some cases by insects. Bacteria and fungi attack

either dead or living timber. In the case of dead timber, such as that

of poles, they attack the walls of the cells and cause the familiar rot

or decay which eventually destroys the usefulness of the pole.

It is well known that the rapid multiplication or action of the

bacteria and the growth of the fungi are induced by a certain

per cent. of moisture and the heat of the sun, that is, the

portion of the pole at or near the soil line is alternately

moistened and dried. Therefore, in order to protect it against

this action, it is necessary to sterilize the pole by the

application of an antiseptic which will penetrate the pores of

the wood.

=Preservation Processes.=—There are several processes which may be

successfully employed for the preservation of poles or other exposed

timber. The best known of these are the creosoting, burnettizing,

kyanizing, carbolizing, and vulcanizing processes.

In England, creosoted poles showed no sign of decay at the

end of 35 years of service. In the United States they have an

average life of 22 years. In Europe impregnation with copper

sulphate has been extensively used, but this impregnation must

take place within a few days after cutting down the tree.

Uniformly good results have been obtained by impregnation with

corrosive sublimate, involving simply immersion in the liquid

from ten to fourteen days. German authorities state that the

average life of such poles is about 17 years, compared with 14

years for natural or untreated poles.

The application of pitch and tar oftentimes results in more

harm than good. It is authoritatively stated, however, that

in Europe wooden poles are effectively protected by painting

them with tar up to about 2 feet above, and down to about 1½

feet below the soil line. The painted parts of the pole are

then covered with a cloth which after being nailed to the pole,

is also painted with tar. Finally a zinc plated sheet of iron

painted on both sides with tar, is placed around the cloth and

tightened to the pole.

The saving due to the use of sterilized poles is 40 per cent.

of the cost of unsterilized poles. The comparison is made on

the following basis: Cost of pole, $5 each; sterilizing, $1.25;

renewal of sterilized pole in 24 years, unsterilized pole, in

12 years.

[Illustration: FIGS. 930 to 932.—Pole line construction tools. Fig.

930, split wooden handle post hole auger; fig. 931, cant hook; fig.

932. socket peavey.]

=Methods of Setting Wooden Poles in Unsuitable Soil.=—In places where

salt is plentiful and cheap, such as the Great Salt Lake region in

Utah, it has been found that the liberal use of salt mixed with the

dirt filling tamped in around the foot of the pole is very effectual in

preventing decay below the soil line.

Where poles have to be planted in low, swampy ground, or where the

climatic conditions are such that timber decays rapidly, it has been

found advantageous to place the poles in concrete settings. This method

is extensively employed in various parts of the Southern States, square

poles being placed in settings about 7 feet deep and 3½ feet

square. In very soft ground the employment of a concrete setting is

sometimes impracticable. In such cases piles are driven deep into the

soil, and the pole bolted to the part of the pile extending above the

ground.

=Reinforced Concrete Poles.=—The strongest point in favor of concrete

poles is their durability. Untreated wooden telephone and telegraph

poles have to be replaced by new poles about every six or seven

years, depending on the percentage of moisture in the soil, the drier

the soil, the longer being the life of the pole. Concrete poles are

not affected by soil conditions, and if properly made will last

indefinitely.

[Illustration: FIGS. 933 to 935.—Glass insulator and insulator pin and

bracket. The insulator here shown is of the pony double petticoat type.

Insulator pins are used with cross arms, brackets are attached direct

to the pole.]

One form of reinforced concrete pole consists of a skeleton

frame work of four corrugated iron rods covered with ordinary

concrete. The pole is octagonal in shape, 30 feet long, and

provided with mortises for cross arms, the latter being

fastened in place by means of iron bolts. It is stated that

they are less expensive than pine poles, and that each pole can

be manufactured at the point on the line at which it is to be

installed or planted.

In Canada, reinforced concrete poles are made square on account

of the ease of making, and also on account of the steel economy

permitted thereby. All poles are made at the point of erection.

They are moulded in wooden forms, in a horizontal position,

the top side being left open and finished with a trowel. The

concrete is composed of one part of Portland cement, two parts

clean sharp sand, and four parts broken stone. A 35 foot pole

for ordinary line work weighs about 2½ tons and a 50 foot

pole about 5 tons.

=Cross Arms.=—The familiar cross arms for stringing wires are usually

attached to the poles before they are erected. They are commonly made

from yellow pine wood, generally 3¼ x 4¼ inches, and are freely

coated with good mineral paint as a preservative. Attachment is made to

the pole by cutting a _gain_ one inch deep and of sufficient breadth to

allow the longest side of the cross arm to fit accurately. It is then

secured in place by a lag screw, with a square head, so that it may be

driven into place with a wrench.

[Illustration: FIG. 936.—Cross arm which carries the insulator pins.

The standard cross arm is 3¼ x 4¼ inches, double painted, and

bored for 1½ inch pins and two ½ inch bolt holes. Telephone arms

are 2¾ x 3¾ inch, bored for 1¼ inch pins and two ½ inch

bolts.]

The cross arm is further secured to the pole with braces. These are

flat strips of wrought iron or low carbon steel, 30 inches long, ¼

inch thick and 1¼ inches wide, according to standard specifications.

Holes are bored at points one inch from either end, one for attaching

to the pole, the other for attaching to the cross arm; two braces

forming a triangle with the cross arm for the base and with the apex

at the point of connection to the pole. Like all other iron work used

on pole lines, the braces are carefully "galvanized," so as to stand

three immersions of one minute each in a saturated solution of copper

sulphate without showing copper deposits, the color being black at the

completion of the test.

Before the cross arm is set in place the gain is carefully painted with

white lead. As it is important that cross arms on a line of poles,

particularly when there are several on each pole, should be at equal

distances from the ground as well as being uniformly spaced, it is

necessary that some measuring instrument should be used to accomplish

this. Such an instrument is the ordinary _template_, which is a length

of board carrying a pointed block at one end, to correspond exactly

with the top of the pole, and also cross cleats nailed at precisely the

same intervals below it as it is proposed attaching the cross arms. The

template, laid upon a pole, shows where to cut the gains.

In planting the poles it is customary to so arrange them that the cross

arms on alternate poles shall face in opposite directions, for the

purpose of equalizing the strain on the line. On curves, however, all

cross arms are placed on the side of the pole facing the middle of the

curve.

=Ques. What provision is made for attachment of the wires?=

Ans. The cross arms are bored with holes for the insertion of the

insulator pins, which are made of locust wood and threaded at the upper

end to receive the glass insulator.

The cross arm is made of such a length as to accommodate the

number of pins to be inserted. An arm for two pins is made

three feet long, according to the standard usually followed,

with holes for the pins at center points three inches from

either end and a space of 28 inches between them in the center.

=Ques. How must electric light and power wires be placed when wired on

telephone or telegraph poles?=

Ans. They must not be put on the same cross arm with the telegraph,

telephone, or similar wires, and when placed on the same pole with such

wires the distance between the two inside pins of each cross arm must

not be less than twenty-six inches.

[Illustration: FIG. 937.—Portable platform with rigging as used by

linemen in wiring and making repairs.]

=Poles for Light and Power Wires.=—In selecting the style of

pole necessary for a certain class of work, the conditions and

circumstances should be considered. Poles may be divided into

three classes, the size of wire to be carried being one of the

important considerations.

_First Class._—Main line of poles should range in length of

from 30 to 35 feet with 6 inch tops. The height of trees, of

course will have to be considered in many cases.

_Second Class._—Town lighting by arc lights. All poles should

have at least 6 inch tops. The corner poles should have 6½

inch tops, and wherever the cross arms are placed on a pole at

different angles, the pole should have at least a 6½ inch

top. A 30 foot pole is sufficiently long for the main line, but

it would be advisable to place 35 foot poles on corners.

_Third Class._—Where heavy wire, such as No. 00, is used for

feeder wire, the poles should have at least 7 inch tops. Where

mains are run on the same pole line the strain is somewhat

lessened, and poles of smaller size will answer.

_Cull Poles._—All poles that are smaller at the top than the

sizes agreed upon, are troubled with dry rot, large knots

and bumps, have more than one bend, or have a sweep of over

twelve inches, should certainly be classed as cull poles.

Specifications for electric light and power work should be,

and in many cases are, much more severe than those required by

telegraph lines. A cull pole, one of good material, is the best

thing for a guy stub, and is frequently used for this purpose.

A cedar pole is always preferable to any other, owing to the

fact that it is very light in comparison to other timber, and

is strong, durable, and very long lived.

_Pole Setting._—In erecting poles, it seems to be the

universal opinion of the best posted construction men that a

pole should be set at least five feet in the ground, and six

inches additional for every five feet additional length above

thirty-five feet; also additional depths on corners. Wherever

there is much moisture in the ground, it is of much value to

paint or smear the butt ends of the pole with pitch or tar,

allowing this to extend about two feet above the level of

the ground. This protects the pole from rot at the base. The

weakest part of the pole is just where it enters the ground.

Never set poles further than 125 feet apart; 110 feet is good

practice.

_Painting._—When poles are to be painted, a dark olive

green color should be chosen, in order that they may be as

inconspicuous as possible. One coat of paint should be applied

before pole is set, and one after pole is set. Tops should be

pointed to shed water.

=Spacing the Poles.=—In general, the spacing of poles, like their

dimensions, is regulated by the weight of the lines they are designed

to carry—the heavier the lines the greater the number of poles. The

spacing of poles also depends on their liability to injury from storms

and wind in any given locality, and the nature of the service. Poles

for a telephone line may be spaced twenty to fifty to the mile—that

is, from about 260 to 100 feet apart.

[Illustration: FIGS. 938 to 941.—Pole line construction tools. Fig.

938, pike pole; fig. 939, raising fork; fig. 940, mule pole support;

fig. 941, jenny pole support.]

=Erecting the Poles.=—Since each pole on a properly constructed line

is sawed to the right length and carefully shaped before it is finally

inserted in the ground, it is necessary that the holes be dug to as

nearly the required depth as possible. Holes for poles are dug very

little wider than their diameter at the butt, and the depth is usually

computed according to the nature of the soil and the weight of the

proposed line. Excavation, while sometimes accomplished with patent

post hole augers, or even dynamite, is usually done with a long handled

digging shovel, and the earth removed with a spoon shovel, such as is

shown in fig. 921.

[Illustration: FIG. 942.—Guy anchor log in position.]

[Illustration: FIG. 943.—Stombaugh guy anchor. It is made of cast iron

and can be screwed into the ground like an auger.]

Wherever required by the nature of the soil, a "grouting" or foundation

of loose stones is formed in the bottom of the hole, and, in marshy or

springy ground, a base of concrete and cement is laid, with filling of

the same material around the pole, when raised.

=Ques. How are the poles transported to the holes?=

Ans. They are rolled or carried on hooks similar to those used for

carrying blocks of ice, except for a long handle for lifting the load

at either side.

[Illustration: FIG. 944.—Method of raising a pole. When the pole has

been properly placed, it is seized by several linemen. As soon as the

top of the pole is raised high enough to permit the pikes to be thrust

into the pole, it is then raised to a vertical position. At about 50°

the butt end slides into the hole. The earth is then filled in around

the pole and firmly tamped down. Eight or ten poles are about as many

as can be set by the average gang in a day.]

=Ques. How are the poles raised and placed in the holes?=

Ans. A piece of timber is inserted in the hole as a slide to prevent

crumbling of the earth as the pole is slid into place. The end is

raised by hand sufficiently to allow the "dead man," or pole hoist, to

be placed beneath, and this is moved along regularly as the pole is

lifted with pike poles, until it slides into place through the force of

gravity.

[Illustration: FIG. 945.—Method of pulling an anchor into place before

the guy wire is fastened to the top of the pole, thus obviating the

liability of pulling the pole out of plumb.]

This accomplished, the pole is held in a perpendicular position

by pikes in the hands of assistants, or planted in the ground

around it, while the earth is carefully shoveled into the hole

and thoroughly packed down with a tamper.

=Guys for Poles.=—Where poles are subject to severe strains which

might throw them down and break the wires, guy cables are largely

employed, these being attached near the top and secured either to the

base of the next pole, to a suitable guy stub or post, or to a guy

anchor, which is buried about eight feet in the earth and held down by

stones and concrete.

=Ques. Under what conditions is it necessary to guy poles?=

Ans. They are guyed at corners in order to thoroughly secure the poles

so that no strain may come on the cornerwise span. It is also necessary

to guy a line where it is to be deflected from a straight path, as when

rounding a hill, water course or railway curve, in order to neutralize

the pull of the wires, tending to incline the poles toward the center

on which the arc is described; also when descending a hill.

[Illustration: FIGS. 946 to 948.—Methods of guying corner poles. The

proper guying of corner and terminal poles is especially important; on

corners and curves, the guys should be stronger and more frequent and

should be placed on the outer side as shown in the diagrams.]

[Illustration: FIG. 949.—Head and foot guying of a pole line in

descending a hill.]

=Guy Stubs and Anchor Logs.=—In guying a line under such conditions,

each pole is connected by a suitable cable to a guy post or "stub," or

to an anchor log. Standard rules specify stubs between 18 and 25 feet,

with exact limits as to circumference measures at the top and at a

point 6 feet from the butt, according to the kind of wood used.

[Illustration: FIGS. 950 to 952.—Lineman's tools. Figs. 950 and

951, Eastern pole climbers, with and without strap for attaching to

legs; fig. 952, portable vise with strap for pulling up the slack in

splicing.]

Thus, guy stubs of cedar or juniper, either 18 or 25 feet in

length, must have a circumference of 22 inches at the top and

of 32 inches 6 feet from the butt; stubs of chestnut must

measure 24 inches in the first, and 34 in the second, while

those of cypress require 28 in the first, and in the second,

39 inches for an 18 foot length, and at least 41 for a 25 foot

length. In planting guy stubs the same rules are followed as

hold for poles, every means being adopted to promote security

of construction except that the stub is raked or tilted against

the strain on the guy cable.

=Wiring the Line.=—The erection and guying of the poles of a line as

well as the attachment of the cross arms and the screwing on of the

insulators are completed before the stringing of the line is begun. It

is particularly essential that the pull on poles of a given line be

accurately calculated, and that each one be guyed accordingly before

the line is strung, in order to avoid the danger of an undue strain

upon the wires in attempting to rectify the condition afterward. It is

a good working rule that the wires should be subjected to no stress

other than the weights of their own spans after they have been attached

to the poles.

[Illustration: FIGS. 953 and 954.—Pay out reels. Fig. 953, type used

for telephone or telegraph work; fig. 954, type used for electric light

work.]

=Ques. Describe how the wires are strung.=

Ans. In stringing the lines, either one or the full number of wires

may be put up at the same time. When one line only is to be strung,

the operation consists simply in reeling the wire and running it off

from a hand reel, such as is shown in fig. 953 or 954. At each pole the

wire is drawn up to its place, pulled out to the desired tension, and

attached to the insulator.

In the operation of stringing a number of lines at once, the

method is different. The reels are placed at the beginning

of a section, each wire being inserted and secured through a

separate hole in a board, which is perforated to correspond

with the spacing of the insulators on the cross arms. A rope

is then attached to this running board, which is drawn by a

team of horses through the stretch to be wired, being lifted

over each pole top in turn. When a certain length has thus been

drawn out the wires are drawn to the required tension between

each pair of poles and secured to the insulators.

[Illustration: FIG. 955.—One form of "come along." The wire is

inserted between jaws and is held fast when tension is applied to the

ring.]

[Illustration: FIG. 956.—An improved form of "come along" or wire

stretcher. The jaws which grip the wire are smooth and remain parallel

in closing, thus the wire is not scratched or indented, as with

circular jaws having teeth.]

=Ques. How much tension must be put upon the wires?=

Ans. In applying tension to the wires as they are strung on the poles,

it is the rule to allow some sag. The amount of sag to be allowed

varies with different line hangers.

A typical case quoted by one or two authorities gives a sag of

four inches at the center of each 130 foot span for a given

size of wire, at a given temperature. A more general rule is to

make the tension on a wire as it is drawn up between each pair

of poles equal to one-third of its breaking weight. Thus No. 10

B.& S. gauge, would be drawn to about 163 pounds, and No. 12

to about 102 pounds. The temperature at the time of stringing

and the distance between the poles are, however, important

considerations in applying tension and allowing for sag. Thus,

one construction company specifies a dip of 10 inches in summer

and 8 inches in winter for spans of 130 feet, or 40 poles to

the mile. Several authorities specify figures about as given in

the above table for No. 14 iron or copper wire.

[Illustration: FIG. 957.—Wireman's "come along" with hook and tackle.]

SAG TABLE

+——————+————————————————————————————-+

| | Temperature Fahr. |

| Span +————————-+————————-+————————-+

| in | 30° | 60° | 80° |

| Feet +————————-+————————-+————————-+

| | Sag in Inches |

+——————+————————-+————————-+————————-+

| 75 | 1¾ | 2½ | 3⅛ |

+——————+————————-+————————-+————————-+

| 100 | 3 | 4¼ | 5⅜ |

+——————+————————-+————————-+————————-+

| 130 | 5⅛ | 7 | 8⅝ |

+——————+————————-+————————-+————————-+

| 150 | 6¾ | 9 | 11¼ |

+——————+————————-+————————-+————————-+

=Ques. How is the wire drawn out?=

Ans. In drawing out the wire, it is customary to use a wire clamp, or

"come along." This tool is attached to a block and tackle, or drawn in

by hand, and, as soon as the proper force has been applied, the wire is

held, while the lineman secures it to the insulator.

[Illustration: FIG. 958.—Lineman's block and fall with "come alongs"

for stretching wire and holding same when making splices.]

[Illustration: FIGS. 959 and 960.—Approved method of attaching wire to

an insulator; elevation and plan of insulator and tie. The line wire is

first laid in the groove of the insulator, after which a short piece of

the same size of wire is passed entirely around to hold it in place,

then it is twisted to the line at either side with pliers.]

Another contrivance for this purpose is the pole ratchet, by

which the wire is drawn tight and held until attached to the

pole.

=Ques. How are the wires attached to the insulators?=

Ans. An approved method is shown in figs. 959 and 960. Standard rules

specify that all wires shall be tied to the side of the insulators

toward the pole, except on the insulators next to the pole, where they

are to be attached on the opposite side. On curves, however, it is

required that all wires shall be arranged so that the strain shall be

against the insulator and not on the wire.

[Illustration: FIG. 961.—American wire joint. This is a simple method

of connecting the ends of the sections of wire by tightly twisting the

ends around each other for a few turns; it is _the standard Western

Union_ wire joint.]

[Illustration: FIGS. 962 and 963.—McIntire sleeve and sleeve joint.

An approved method of making the joints of telephone lines is by the

use of some form of sleeve, such as is shown in fig. 962. This consists

of two copper tubes of the required length, and of sufficient inside

diameter, to admit the ends of the wires to be joined, fitting tightly.

The tubes are then gripped with a tool, shown in fig. 964, and twisted

around one another, so that the wires are securely joined and locked,

as shown in fig. 963.]

=Ques. How are the wires spliced?=

Ans. There are several methods of splicing wires. Fig. 961 shows the

American wire joint, and fig. 963 the McIntire sleeve joint. In making

a joint, the two ends are gripped by come alongs and drawn up to the

proper tension with tackle as shown in fig. 958. The joint is then made

as shown in the illustrations.

=Transpositions.=—In some classes of circuit, as for instance

telephone lines, the current is often seriously affected by

electrostatic induction from other lines, and also from power circuits,

owing to the fact that the surfaces of the wires form, as it were, so

many charging plates of an electrical condenser, with the intervening

air as the insulating layer or dielectric.

[Illustration: FIG. 964.—McIntyre's twisting clamp for wires 00 to 16

B. & S. gauge.]

[Illustration: FIG. 965—Method of making a "transposition." This is

usually done by means of _transposition insulators_, which are either

double insulators, one being screwed to the pin above the other, or

else such caps as are shown in fig. 967. Such insulators are intended

to act as circuit breakers, the particular wire to be transposed being

cut and "dead ended," or tied around, on both the upper and lower

grooves of the cap. The free end of each length is then passed back and

around the insulator and twisted, or sleeve jointed to the other limb

of its own circuit.]

The telephonic current changes the pressure of its own charging

surface as frequently as it alternates, and this fact in itself is

amply sufficient to account for a vast weakening of the current

before it reaches its destination. The only practicable method of

overcoming this annoyance in pole lines is by the arrangement known as

"transposition," which is, briefly, _the practice of regularly shifting

the relative position of the two limbs of each circuit as regards other

wires in the same pole system_, as shown in fig. 965.

For short lines and pole systems with only a few wires it is

not necessary to transpose very frequently. On longer lines

it has been found amply sufficient to transpose once every

quarter mile; that is to say to change the relative position

of the wires of the different circuits at posts situated about

that distance apart. This does not mean, however, that each

pair of wires is transposed so often, but that on ordinary

sized systems, the transposition of some one circuit is amply

sufficient to secure balanced relations and effectually

counteract the effects of cross induction. It is a matter which

must be carefully calculated and planned in each particular

instance in order to secure the best advantages.

[Illustration: FIG. 966.—Telegraph and telephone line glass insulator.]

[Illustration: FIG. 967.—Type of insulator used in making a

transposition.]

=Insulators.=—Glass and porcelain are employed almost universally

for supporting overhead wires. Insulators made of these materials are

superior to those made of other material such as hard rubber, or

various compounds of vegetable or mineral matter, with the exception

perhaps of mica insulators used on the feeders of electric railway

lines.

[Illustration: FIG. 968.—Tree insulator. This type of insulator is

especially useful in connection with temporary or repair work, or where

the wires pass through trees having numerous branches. The illustration

shows a Cutler tree insulator lashed to the trunk of a tree. It is

made of a single piece of glass, and is provided with a slot which the

wire cannot leave accidentally. The back of the device is concave and

provided with ribs which prevent sliding. It can be readily slipped

over wires already in place, is available for electric light circuit,

and will take wires up to ½ inch, in diameter.]

[Illustration: FIGS. 969 and 970.—Overhead cable construction. In some

cases, particularly on short lines exposed to inductive disturbances

from power and other electrical circuits, it is usual to string the

cables on poles such as usually carry the bare conducting wires. It is

not necessary, however, to insulate the cable in any way; consequently

it is merely hung to a supporting wire rope or cable, called the

"messenger wire," being attached either with some form of hanger,

such as is shown in figs. 969 and 970, or by loops of tarred marline.

The marline is sometimes wound over the cable and messenger wire from

a bobbin, but frequently it is merely wound on by hand. Cables used

in such overhead construction consist of bundles of wires, the pairs

twisted together. The size most often used is No. 19, B. & S., which is

about .03589 inch in diameter, weighs 20.7 pounds, and has a specific

resistance of about 8 ohms to the mile.]

Glass insulators are generally used on low tension lines, and porcelain

insulators on high tension lines, the latter type being usually

stronger and less brittle. Porcelain is more expensive than glass, and

its opacity prevents the detection of internal defects which would be

readily observed through glass.

[Illustration: FIG. 971.—Clark's "antihum;" a device designed to

prevent the humming of telegraph wires.]

=Ques. What is a petticoat insulator?=

Ans. An insulator which has one, two or three deep flanges or

"petticoats" around the base for the purpose of increasing the leakage

path from the line to the pin.

Both glass and porcelain insulators may be the double or triple

petticoat type which may be cast or moulded solid, or made in

two or more parts which are subsequently cemented together.

=Service Connections and Loops.=—Whenever it is necessary to tap an

overhead conductor for service connection, the method of connection

will depend upon the character of the circuit. In the case of a

parallel circuit, an extra insulator must be placed on the cross arm

so as to prevent the service main putting a side strain on the main

line conductor. In the case of a series circuit the main line conductor

is usually dead ended at the nearest pole and a loop taken to the point

of service, as shown in fig. 972.

[Illustration: FIG. 972.—Method of making a series "loop" service

connection.]

[Illustration: FIG. 973.—Parallel service connection. Service wires

tapped to the main wires, are run to insulators on an auxiliary cross

arm, thence to insulators on the side of the building, and through the

drain tube to the service switch.]

[Illustration: FIG. 974.—Joint pole crossing, showing wires of two

lines crossing each other. Four guard wires (shown heavier than the

others) extend for one span either side of the joint pole parallel to

the wires of the lower circuits and protect them from contact in case

of a break in the wires of the upper circuits. These guard wires are

insulated. The minimum distance between high and low tension wires

should be three feet. Five is better. The end guards, which prevent

wires slipping off ends of cross arms and dropping on the lower wires,

should extend about six inches above the level of transmission line.]

=Ques. What are service wires?=

Ans. Wires which enter a building.

Hawkins Electrical Guide v. 04 (of 10) Questions, Answers, & Illustrations, A progressive course of study for engineers, electricians, students and those desiring to acquire a working knowledge of electricity and its applications · 第 4 / 11 章