PIPES AND PIPING.

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Next in importance after the skill necessary for the steam generator and the engine, is the proper arrangement and care and management of the pipes and valves belonging to a steam plant.

It is the first thing an engineer does in taking charge of a new place, to ascertain the exact course and operation of the water, steam, drain and other pipes.

Examiners for licensing marine and land engineers base their questions much more to ascertain the applicant’s knowledge of piping than is generally known; hence the importance of the “points” in the succeeding pages relating to this subject.

Pipes are used for very many purposes in connection with the boiler room, and of course vary in size, in material and in strength, according to the purposes for which they are designed. There are pipes for conveying and delivering illuminating gas; pipes for conveying and delivering drinking water, and for fire purposes; pipes for draining and carrying off sewage and surface water; pipes for delivering hot water under high pressure, for heating purposes and power; pipes for delivering live steam under pressure, for heating purposes and power; pipes for delivering compressed air, for purposes of power and ventilation; pipes for conveying mineral oils, etc.

In Figs. 111, 112 113 and 114 are given approximate sizes of gas pipe and boiler tubes, taken from the catalogue of one of the oldest steamfitting establishments in the country. It will be observed that the size of gas pipe is computed from the internal diameter, while boiler tubes are estimated from the outside: thus, 3 in. gas pipe has an external diameter of 31/2 inches, while 3 in. boiler tubes have an outside diameter of 3 inches only. It may be noted that boiler-tubes are made much more accurately as to size than gas pipe; this is especially true of the outside surfaces which are much smoother in one case than in the other.

BOILER TUBES.

Fig. 113.

Fig. 114.

SURFACES AND CAPACITIES OF PIPES.

Sizes of Pipes. 1/2
in.
3/4
in.
1
in.
11/4
in.
11/2
in.
2
in.

1. Outside circumferences of pipes in inches

2.652 3.299 4.136 5.215 5.969 7.461

2. Length of Pipe in feet to give a square foot of outside surface

4.52 3.63 2.90 2.30 2.01 1.61

3. Number of square feet of outside surface in ten lineal feet of Pipe

2.21 2.74 3.44 4.34 4.97 6.21

4. Cubic in. of internal capacity in ten lineal feet of pipe

36.5 63.9 103.5 179.5 244.5 402.6

5. Weight in lbs. of water in ten lineal feet of pipe

1.38 2.31 3.75 6.5 8.8 14.6
Sizes of Pipes. 21/2
in.
3
in.
31/2
in.
4
in.
41/2
in.
5
in.

1. Outside circumferences of pipes in inches

9.932 10.99 12.56 14.13 15.70 17.47

2. Length of Pipe in feet to give a square foot of outside surface

1.32 1.09 .954 .849 .763 .686

3. Number of square feet of outside surface in ten lineal feet of Pipe

7.52 9.16 10.44 11.78 13.09 16.56

4. Cubic in. of internal capacity in ten lineal feet of pipe

573.9 886.6 1186.4 1527.6 1912.6 2398.8

5. Weight in lbs. of water in ten lineal feet of pipe

20.8 32.1 43.6 55.4 69.3 86.9

Pipe manufactured from double thick iron is called X-strong pipe, and pipe made double the thickness of X-strong is known as XX-strong pipe. Both X-strong and XX-strong pipe are furnished plain ends—no threads, unless specially ordered.

The table “Data relating to iron pipe” will be found especially useful to the engineer and steam fitter. The size of pipes referred to in the table range from 1/8 to 10 inches in diameter. In the successive columns are given the figures for the following important information:

1. Inside diameter of each size.
2. Outside diameter of each size.
3. External circumference of each size.
4. Length of pipe per square foot of outside surface.
5. Internal area of each size.
6. External area of each size.
7. Length of pipe containing one cubic foot.
8. Weight per foot of length of pipes.
9. Number of threads per inch of screw.
10. Contents in gallons (U. S. measure) per foot.
11. Weight of water per foot of length.

DATA

Relating to Iron Pipe.

Inside
Diameter.
Outside
Diameter.
External
Circumference.
Length of
Pipe per
sq. ft.
of Outside
Surface.
Internal
Area.
External
Area.
Inches. Inches. Inches. Feet. Inches. Inches.
1/8 .40 1.272 9.44 .012 .129
1/4 .54 1.696 7.075 .049 .229
3/8 .67 2.121 5.657 .110 .358
1/2 .84 2.652 4.502 .196 .554
3/4 1.05 3.299 3.637 .441 .866
1 1.31 4.134 2.903 .785 1.357
11/4 1.66 5.215 2.301 1.227 2.164
11/2 1.9 5.969 2.01 1.767 2.835
2 2.37 7.461 1.611 3.141 4.430
21/2 2.87 9.032 1.328 4.908 6.491
3 3.5 10.996 1.091 7.068 9.621
31/2 4. 12.566 .955 9.621 12.566
4 4.5 14.137 .849 12.566 15.904
41/2 5. 15.708 .765 15.904 19.635
5 5.56 17.475 .629 19.635 24.299
6 6.62 20.813 .577 28.274 34.471
7 7.62 23.954 .505 38.484 45.663
8 8.62 27.096 .444 50.265 58.426
9 9.68 30.443 .394 63.617 73.715
10 10.75 33.000 .355 78.540 90.792
Inside
Diameter.
Length
of Pipe
containing
one Cubic
Foot.
Weight
per ft.
of
Length.
No. of
Threads
per inch
of Screw.
Contents
in
GallonsA
per foot.
Weight of
Water per
foot of
Length.
Inches. Feet. Lbs. Lbs.
1/8 2500. .24 27 .0006 .005
1/4 1385. .42 18 .0026 .021
3/8 751.5 .56 18 .0057 .047
1/2 472.4 .84 14 .0102 .085
3/4 270. 1.12 14 .0230 .190
1 166.9 1.67 111/2 .0408 .349
11/4 96.25 2.25 111/2 .0638 .527
11/2 70.65 2.69 111/2 .0918 .760
2 42.36 3.66 111/2 .1632 1.356
21/2 30.11 5.77 8 .2550 2.116
3 19.49 7.54 8 .3673 3.049
31/2 14.56 9.05 8 .4998 4.155
4 11.31 10.72 8 .6528 5.405
41/2 9.03 12.49 8 .8263 6.851
5 7.20 14.56 8 1.020 8.500
6 4.98 18.76 8 1.469 12.312
7 3.72 23.41 8 1.999 16.662
8 2.88 28.34 8 2.611 21.750
9 2.26 34.67 8 3.300 27.500
10 1.80 40.64 8 4.081 34.000

A The Standard U. S. gallon of 231 cubic inches.

The division of process in the manufacture of pipe, takes place at 11/4 inch, 11/4 inch and smaller sizes being called butt-welded pipe, and 11/2 inch and larger sizes being known as lap-welded pipe; this rule holds good for standard, X-strong and XX-strong.

JOINTS OF PIPES AND FITTINGS.

The accompanying illustrations represent certain joints, couplings and connections used in steam and hot water heating systems.

Fig. 115.

Fig. 116.

For many years in the matter of pipe joints there has been little change. The cast-iron hub and spigot joint, Fig. 115, caulked with iron borings, is probably the oldest kind of joint. This is still generally adopted in hot water heating of a certain class, and was formerly used with low-pressure steam. A fairly regular smooth internal service is obtained, and once made tight is very durable. Cast-iron flanged pipes have also been a long time in use. These joints are made with a wrought-iron ring gasket, wrapped closely with yarn, Fig. 116, which is sometimes dipped in a mixture of red and white lead. It is placed between the flanges, it being of such a diameter as to fit within the bolts by which the joint was screwed up and a nest or iron joint, B B, caulked outside the annular gasket between the faces of the flanges.

The next step in cast-iron flange pipe joints was the facing or turning up of the flanges and the use of a gasket of rubber, copper, paper or cement, with bolts for drawing the faces together. These joints for cast-iron pipes have not been changed excepting for some classes of work where a lip and recess, Fig. 117, formed on opposite flanges, which makes the internal surfaces smooth and aid in preventing the gaskets from being blown out.

Fig. 117.

Fig. 118.

Fig. 119.

Fig. 120.

The introduction of wrought iron welded pipes has diminished the use of cast-iron pipes for many purposes, especially in heating apparatus and other pipe systems. Its advantages are lightness, the ease with which various lengths can be obtained and its strength. In wrought-iron pipe work the general practice in making joints between pipes is a wrought-iron coupling, Fig. 118, with tapered threads at both ends. The pipes do not meet at their ends, and a recess of about 3/4 inch or more long by the depth of the thickness of the pipes is left at every pipe end. A similar tapered thread is used in connecting the cast-iron fittings, elbows, tees, etc., Fig. 119, to the pipe, and a large recess is necessary in each fitting to allow for the tapping of the threads. Thus the inside diameter of the fitting is larger by 1/8 inch than the outside diameter of the pipe, and the internal projection of the thickness of the pipe and that of the thread of the fitting increases materially the friction due to the interior surfaces of pipe and fitting. This class of joint requires care in the tapping of the fittings and in the cutting of tapered threads on the pipes; much trouble is caused by an inaccurately cut thread, as it may throw a line of pipes several inches out of place and put fittings and joints under undue and irregular strains.

Fig. 121.

Fig. 122.

The right and left threaded nipple, Fig. 119, is used as a finishing connection joint and between fittings. Space equal to the length of the two threads is required between the two fittings to be connected in order to enter the nipple, and one or both fittings should be free to move in a straight line when the nipple is being screwed up. To make up this joint time and care are necessary. The right threaded end on nipple should be first firmly screwed with the tongs or wrench into the right threaded end of fitting, then slacked out and screwed up again by hand until tight, when it is screwed back by hand, at the same time counting the number of threads it has entered by hand. The same is done with the left threaded end of nipple and fitting. If the right and left threads of nipple have counted the same number of threads, each thread, when making the joint up, should enter the fittings at the same time if possible, and particular care must be taken that the fittings are exactly opposite, to facilitate catching on, prevent crossing threads, and that no irregular strain comes on the nipple while being screwed up.

In screwing up these nipples the coupling has to be turned with flats on the external surface to fit an internal wrench: in such cases the thread on nipple has one continuous taper. These special couplings are marked with ribs on the outside to distinguish them. Fig. 120 represents another joint in wrought-iron piping known as the “union” composed of three pieces of the washer. Unions are also made with ground joints, and the washer dispensed with. Radiator valves are now generally connected by them, but if the hole in the radiator is not tapped accurately, the union when drawn up will not be tight, or if tight, the valve will not be straight.

Fig. 121 shows right and left threaded nipple connecting elbow and tee with wrought-iron pipes.

The flange union, Fig. 122, is another joint generally used on wrought-iron pipes above 4 or 5 inches in diameter in making connections to valves, etc., and on smaller pipes in positions where it is a convenient joint. This joint consists of two circular cast-iron flanges with the requisite number of holes for bolts, and central hole tapped tapered to receive thread of pipe. The abutting faces of the flanges are generally turned and the holding bolts fitted into the holes.

                                                                                                                                                                                                                                                                                                           

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