Chapter XXXVI.—BOILERS FOR STATIONARY STEAM ENGINES.

The boiler for a steam engine requires the most careful usage and inspection, in the first case because a good boiler may be destroyed very rapidly by careless usage, and in the second case because the durability of a boiler depends to a great extent upon matters that are beyond ordinary control, and that in many cases do not make themselves known except in their results, which can only be discovered by careful and intelligent inspection. All that the working engineer is called upon to do is, to use the boiler properly, keep it clean, and examine it at such intervals as the nature of the conditions under which it is used may render necessary.

The periods at which a boiler should be cleaned and inspected depend upon the quality of the water, whether the feed water is purified or not, and to a certain extent upon the design of the boiler; hence these periods are variable under different circumstances.

The horse power of a boiler is estimated in various ways, and there is no uniform practice in this respect. Some makers estimate a boiler to have a horse power for every fifteen square feet of heating surface it possesses, while others allow but 12 square feet.

The heating surface of a boiler of any kind is the surface that is exposed to the action of the fire on one side, and has water on the other; hence the surface of the steam space is not reckoned as heating surface, even though it may be exposed to the action of the heat. The effectiveness of the heating surface of a boiler obviously, however, depends upon the efficiency of the fire, and this depends upon the amount of draught, hence the estimation of horse power from the amount of its heating surface, while affording to a certain extent a standard of measurement or comparison while the boiler is not in use, has no definite value when the boiler is erected and at work.

Thus whatever amount of steam a boiler may produce under a poor or moderate draught, it will obviously produce more under an increased draught; hence the efficiency of the same boiler depends to a certain extent upon the draught, or in other words upon the quantity of fuel that can be consumed upon its fire bars.

The amount of water required in steam boilers varies from 16 lbs. to 40 lbs., per horse power per hour, and it has been proposed to compute the horse power of boilers from the water evaporation, taking as a standard 30 lbs. of feed water at a temperature of 70 degrees, evaporated into steam at a temperature of 212 degrees, at which temperature the steam is assumed to equal the pressure of the atmosphere.

[49]“The strength of the shell of a cylindrical boiler to resist a pressure within it, is inversely proportional to its diameter and directly, to the thickness of the plate of which it is formed.

[49] From “Steam Boilers.”

“For instance, take three cylindrical boilers each made of 12 inch plate, the first one 2 feet 6 inches in diameter; the second twice that, or 5 feet in diameter; and the third twice that again, or 10 feet in diameter; and if the 2 foot 6 inch boiler is fit for a safe working pressure of 180 lbs. per square inch, then the 5 foot boiler will be fit for exactly one-half that amount, or 90 lbs. per square inch; and the ten foot boiler will be fit for half the working pressure of the five foot boiler, hence we have:

Diameter of
boiler shell.
Thickness
of plate.
Relative
working pressure.
2 feet 6 inches. 12 inch. 180 lbs. per square inch.
5 90
10 45

“The reverse applies to the thickness of the plate. For instance, if we take two cylindrical boiler shells, each 5 feet in diameter, the first one made of plate 12 inch thick, and the second twice that, or 1 inch thick, and if the first is equal to a safe working pressure of 90 lbs. per square inch, then the second is equal to a safe working pressure of twice as much, or 180 lbs. per square inch, providing, of course, that the riveted seams are of equal strength in each case, and that both boilers are allowed the same margin for safety; hence we have:

Diameter
of boiler.
Thickness
of shell.
Safe working pressure.
5 feet.12 inch.90 lbs. per square inch.
51180

“These principles (namely, that the strength of a boiler is, all other things or elements being equal, inversely proportional to its diameter, and directly proportional to its thickness) afford us a groundwork upon which we may lay down rules for determining by calculation the strength of the solid part[50] of any boiler shell, and the bases of these calculations are as follows:

[50] In the case of the riveted joints or seams other considerations come in, as will be shown [hereafter].

Fig. 3237.

Fig. 3238.

“If the shell plate of a cylindrical boiler is 12 inch thick, there is one inch section of metal to be broken before the boiler can be divided into two pieces, that is to say there is 12 inch on each side of the shell, as shown in [Fig. 3237], and the two together will make 1 inch. If we take a ring an inch broad, as, say, at a in [Fig. 3238], we shall obviously have a section of 1 square inch of metal to break before the ring can be broken into two pieces.

“The next consideration is, what is the average strength of a plate of boiler iron? Now suppose we have a strip of boiler iron 2 inches wide and 12 inch thick, or, what is the same thing, a bar of boiler iron 1 inch square, and that we lay it horizontally and pull its ends apart until it breaks, how many lbs. will it bear before breaking? Now for our present purpose we may assume this to be 47,040 lbs., and if this number of lbs. be divided by the diameter of the boiler in inches, it will give the bursting pressure in lbs. for any square inch in the ring, or any other square inch in the cylindrical shell of the boiler.

“The reason for dividing by the diameter of the boiler is as follows:

Fig. 3239.

“Of course the steam pressure presses equally on all parts of the interior surface of the shell, and may be taken as radiating from the centre of the boiler, as in [Fig. 3239], which represents an end view of a strip an inch wide, of one half of a boiler. Now leaving the riveted seam out of the question, and supposing the shell to be truly cylindrical, and the metal to be of equal quality throughout, it will take just as much pressure to burst the shell apart in one direction as it will in another, hence we may suppose that the boiler is to be burst in the direction of arrow a, and it is the section of metal at b b that is resisting rupture in that direction.

“Now suppose we divide the surface against which the steam presses into six divisions, by lines radiating from the centre c, and to find the amount of area acting on each division to burst the shell in the direction of arrow a, we drop perpendicular lines, as line e, from the lines of division to the line b b, and the length of the line divided off (by the perpendicular) on the diameter represents the effectiveness of the area of that division to burst the boiler in the direction of arrow a; thus for that part of the boiler surface situate in the first division, or from b to line e, the area acting to burst the boiler in the direction of a is represented by the length of the line k, while the general direction of the pressure on this part of the shell is represented by arrow m.

“Similarly, for that part of the shell situate between vertical line e and vertical line f, the general direction of the steam pressure is denoted by the arrow l, while the proportion of this part that is acting to sever the boiler in the direction of a is represented by the distance n, or from the line e to line f measured on the line b b.

Fig. 3240.

“By carrying out this process we shall perceive that, although the pressure acts upon the whole circumference, yet its effectiveness in bursting the boiler in any one direction is equal to the boiler diameter. Thus in [Fig. 3240], the pressure acting in the direction of the arrows a (and to burst the boiler apart at b b) is represented by the diametral line b b, while the pressure actually exerted upon the whole boiler shell is represented by the circumference of the boiler.

“To proceed, then, it will now be clear that the ultimate strength of the boiler material, multiplied by twice the thickness of the boiler shell plate in inches or decimal parts of an inch, and this sum divided by the internal diameter of the boiler, in inches, gives the pressure (in lbs. per square inch) at which the boiler shell will burst.”

We have here only considered the strength of the solid plate of the shell, and may now consider the strength of the riveted joints, because, as the boiler cannot be any stronger as a whole than its weakest part is, and as the riveted joints are the weakest parts of a cylindrical boiler,[51] therefore the strength of the riveted joint determines the strength of the boiler.

[51] It may be here noted that the riveted joint of a flat plate is stronger than the flat surface of the plate, because at the joint the plate is doubled, or one plate overlaps the other.

[52]“The strains to which a riveted joint is subjected are as follows: That acting to shear the rivet across its diameter is called the shearing strain. But the same strain acts to tear the plate apart; hence, when spoken of with reference to the action on the plate, it is called the tearing strain.

[52] From “Steam Boilers.”

“The same strain also acts to crush and rupture the plate between the rivet hole and the edge of the plate, and in this connection it is called the crushing strain.

Fig. 3241.

“Thus, [Fig. 3241] represents a single riveted lap joint, in which the joint at rivets a, b, and c is intact, the metal outside of d has crushed, the rivets e, f have sheared, and the plate has torn at h, leaving a piece j on the rivets k l.

“It is obvious that, since it is the same strain that has caused these different kinds of rupture, the joint has, at each location, simply given way where it was the weakest.

“If a riveted joint was to give way by tearing only, the indication would be that the proportion of strength was greatest in the rivets, which might occur from the plate being of inferior metal to the rivets, or from the rivets being too closely spaced. If the rivets were to shear and the plate remain intact, it would indicate insufficient strength in the rivets, which might occur from faulty material in the rivets, from smallness of rivet diameter, or from the rivets being too widely spaced.

“The object then, in designing a riveted joint is to have its resistance to tearing and shearing proportionately equal, whatever form of joint be employed.”

The English Board of Trade recommends that the rivet section should always be in excess of the plate section, whereas, in ordinary American practice, for stationary engine boilers, the plate and rivet percentages are made equal.

The forms of riveted joints employed in boiler work are as follows:

Fig. 3242.

Fig. 3243.

Fig. 3244.

[Fig. 3242] represents a single riveted lap joint. [Fig. 3243] represents a double riveted lap joint, chain riveted; and [Fig. 3244], a double riveted lap joint, with the rivets arranged zigzag.

Fig. 3245.

Fig. 3246.

[Fig. 3245] represents a single and [Fig. 3246] a double riveted butt joint, so called because the ends of the boiler plate abut together. The plates on each side of joint are called butt straps.

The advantages of the butt joint are, first, that the boiler shell is kept more truly cylindrical, and the joint is not liable to bend as it does in the lap joints, in the attempt of the boiler (when under pressure) to assume the form of a true circle, and second that the rivets are placed in double shear. That is to say, if in a lap joint the rivet was to shear between the plates, the joint would come apart, whereas, in a butt joint, the rivet must shear on each side of the plate, and therefore in two places.

Fig. 3247.

[Fig. 3247] represents a form of joint much used in locomotive practice in the United States. It is a lap joint, with a covering plate on the inside of the joint; rivets e and f are in single and rivets d in double shear.

[53]“When we have to deal with comparatively thin boiler plates, there is no difficulty in obtaining a sufficiently high percentage of strength in the joints, by using the ordinary double riveted joint, but when we have to deal with thick plates, as in the case of large marine boilers, as 1 inch or upwards, a more costly form of joint must be employed, in order to obtain the required percentage of strength at the joint; hence the ordinary double riveted joint is replaced by various other forms as follows:

[53] From “Steam Boilers.”

Fig. 3248.

“First, a triple zigzag riveted lap joint, such as shown in [Fig. 3248], or a chain riveted joint as in [Fig. 3249], in both of which the third row of rivets enables the rivet pitch to be increased, thus increasing the plate percentage, while the third row of rivets also increases the rivet percentage.

Fig. 3249.

“Second, by employing butt joints with butt straps, either double or treble riveted.

Fig. 3250.

Fig. 3251. Fig. 3252.

“A double riveted butt joint with double straps is shown in [Fig. 3250], and a treble with double straps in [Figs. 3251] and [3252].

“Third. By various arrangements of the rivets in conjunction with butt joints and double straps, with which it is not necessary, at this point, to deal.

“One of the great advantages obtained by the use of the double strap is that of bringing the rivet into double shear (or in other words, the rivet must shear on each side of the plate, or in two places, instead of between the plates only, before the joint can give way by shearing), and thus obtaining an increased calculated strength of 134 times the ordinary or single shear, the rule being to find the rivet strength in the ordinary way (as before explained), and then multiply the result by 1.75.

“The Board of Trade rules for spacing the rivets of these joints are as follows:

“Dimension e is the distance from the edge of the plate to the centre of the rivet hole. Dimension v is the distance between the rows of rivets, dimension p is the pitch of the rivets, which is always measured from centre to centre of the rivets, and dimension pd is the diagonal pitch of the rivets.

“The rule for finding dimension e, whether the plates and rivets are either of steel or iron, is as follows:

“Multiply the diameter of the rivet by 3 and divide by 2, the formula being as follows:

3 × d = e.
2

“To find the distance v between the rows of rivets in chain riveted joints. This distance must not be less than twice the rivet diameter, and a more desirable rule is four times the rivet diameter plus 1 divided by 2, thus:

4d + 1 = v.
2

“To find the distance between the rows of zigzag riveted joints:

√ (11p + 4d) × (p + 4d) = v,
10

that is, multiply 11 times the pitch plus 4 times the rivet diameter, by the pitch plus 4 times the rivet diameter, then extract the square root and divide by 10.

“To find diagonal pitch pd, multiply the pitch p by 6, then add 4 and divide by 10, thus:

6p + 4 = pd.”
10

Fig. 3253.

[Fig. 3253] represents a form of high percentage joint, used upon marine boilers of 10 to 14 feet diameter, and carrying from 100 to 190 lbs. pressure of steam. The rivets are what are termed unevenly pitched, or, that is to say, on each side of the joint, there are three rows of rivets, of which the inner and outer rows are wider pitched than the middle row.

[54]“The advantage gained by this spacing is that the shear of the outer row of rivets is added to the plate section at the narrow pitch, that is to say, if the plate section broke through the line of rivet holes at the narrow pitch, it has yet to shear the outer row of rivets before the plate can separate.”

[54] From “Steam Boilers.”

Fig. 3254.

[Fig. 3254] represents a second example of joint with rivets unevenly pitched, this form finding much favor in recent practice. The four inner rows of rivets are spaced at narrow pitch and the two outer rows are wide pitched.

[55]“The strength percentage of this joint is calculated from three points of view, as follows:

[55] From “Steam Boilers.”

“First. The plate section at the wide pitched rivets.

“Second. The rivet section in one pitch.

“Third. The plate section at the narrow pitch plus half the double shear of the outer or wide pitched rivet.”

The steam pressures generally employed in the boilers of stationary engines range from about 60 to 100 lbs. per square inch, and as a result of these comparatively low pressures less perfect forms of construction are employed than would be permissible if higher pressures were used.

The strength of the shell plate of boilers of small diameter is always largely in excess of the requirements, and as a result the strength of the joints may bear a very low percentage to that of the solid plate, and yet give a sufficient factor of safety for the working pressure.

Take, for example, a boiler shell of 36 inches internal diameter with a shell plate 14 inch thick, and allowing the strength of the material to be 48,000 lbs. per inch of section, and with a factor of safety of 4, the working pressure will be 166 lbs. per square inch, thus:

Strength
of the
material.
Plate
thickness
× 2.
48000×(.25 × 2) = 66623 lbs. = bursting pressure.
36
Diameter
of boiler.

By dividing this 666 by the factor of safety 4 we get 16623 lbs. as the working pressure of the shell plate independent of the riveted joint. Usually, however, such a boiler would not be used for a pressure above about 60 lbs. per inch, and this leaves a wide margin for the reduction of strength caused by the riveted joints.

Suppose, for example, that a single riveted lap joint is used, and the strength of this joint is but 50 per cent. of that of the solid plate, and we have as follows:

Strength
of
material.
% strength
of
riveted
joint.
Twice
the plate
thickness.
48000×.50×(.25 × 2) = 8313 lbs. = W.P.
36×4
Internal
diam. of
boiler.
Factor
of
safety.

Here then we find that the working pressure of the solid plate is double that of the riveted joint, and that the working pressure of the boiler is 83 lbs. per square inch, notwithstanding that the strength of the riveted joints is but 50 per cent. of that of the solid plate. Such a boiler would not, however, be used for a pressure of over 60 lbs. per square inch.

If the above-named boiler was double riveted so as to bring the percentage of joint strength up to say 70 per cent, of that of the solid plate, its working pressure would be 116 lbs. per square inch, thus:

Strength
of
material.
% strength
of
riveted
joint.
Twice
plate
thickness.
48000×.70×(.25 × 2) = 11623 lbs. = W.P.
36×4
Internal
diam. of
boiler.
Factor
of
safety.

But in practice such a boiler would not be used for pressures above about 75 lbs. per square inch, hence the shell plate thickness is still largely in excess of the requirements, and it may be remarked that plates less than 14 inch thick are not used on account of the difficulty of caulking them and keeping them steam tight.

On account therefore of the excessive strength of the shell plates in boilers of small diameter, butt straps are rarely used in stationary boilers, while punching the rivet holes and other inferior modes of construction are employed. We may now consider the circumferential seams of the boilers for stationary engines, such boilers sometimes being of great length in proportion to the diameter.

In proportion as the length of a boiler (in proportion to its diameter) is increased, the construction of the circumferential or transverse seams, as they are sometimes called, becomes of more importance.

The strength of the circumferential seams is so much greater than that of the longitudinal seams that it is often taken for granted that they are sufficiently strong if made with a lap joint and single riveted, but that such is not always the case will be shown presently.

Fig. 3255.

In [Fig. 3255] is represented a boiler composed of three strakes (i. e., three rings or sections), and it is clear that as the thickness of the shell is doubled at the circumferential seams where the ends of the middle strake pass within the end strakes, therefore the strength of the lapped joint of the shell to resist rupture in a transverse direction, as denoted by the arrows a, b, is actually increased by reason of the lap of the riveted joint. But suppose this boiler to be supported at the ends only, and the weight of the shell and of the water within it will be in a direction to cause the middle of the boiler to sag down, and therefore places a shearing strain on the rivets of the circumferential seams.

Moreover, the temperature of the outside of the boiler cannot be made or maintained uniform, because the fire passing beneath the bottom of the boiler first will keep it hotter, causing it to expand more, and this expansion acts to shear the rivets of the circumferential seams. In proportion as the heat of the fire varies in intensity, the amount of the expansion will vary, and the consequence is that the circumferential seams may get leaky or the joint may work, especially in boilers that are long in proportion to their diameters. It is clear, therefore, that for the very best construction at least a double riveted circumferential joint should be employed.

Leaving these considerations out of the question, however, we may find the amount of stress on the circumferential seams by multiplying the area of the end of the boiler by the working pressure, and dividing by the cross-sectional area of all the rivets in one circumferential seam.

Suppose, for example, that the diameter of the boiler is 36 inches, the working pressure 60 lbs. per square inch, and that there are in each circumferential seam 50 rivets, each 34 inch in diameter, and we proceed as follows:

The area of a circle 36 inches in diameter = 1017.87 square inches.

The area of a rivet 34 inches in diameter = .4417 square inch.

Then

Area of
boiler
end.
Working
pressure.
1017.87×60 = 2765 lbs. per cross-sectional square inch of rivet.
50×.4417
Number
of
rivets.
Area of
each rivet.

By multiplying the area of the boiler end by the working pressure, we get the total steam pressure acting to shear the rivets, and by multiplying the number of rivets by the area of one rivet, we get the total area resisting the steam pressure, and then by dividing the one quantity into the other, we get the shearing stress per square inch of rivet section.

In the case of longitudinal seams, we have as follows, the pitch being say 218 and the rivets 34.

Diameter
of boiler
in inches.
Steam
pressure.
Pitch.
36×60×2.125 = 5196 lbs. per square inch of rivet area.
2×.4417
Rivets
in one
pitch.
Area
of
rivet.

It is seen, therefore, that the stress placed by the steam pressure on the transverse seam is about one-half of that it places on the longitudinal seam. But, as before remarked, the transverse seam is subject to racking strains, from which the longitudinal seams are exempt; thus, for example, the expansion of the boiler diameter, whether uniform or not, does not strain the longitudinal seam, whereas it may severely strain the transverse seam.

The English Board of Trade rules, in assigning values to the various constructions and qualities of workmanship, assign a certain value, in the form of an addition to the factor of safety, which takes into account the difference in the stress upon the transverse and longitudinal seams, the quantities in each case having been determined both from experiment and from experience. A comparison of the different values may be made as follows:

The rules take a boiler shell made of the best material, with all the rivet holes drilled after the strakes are rolled into shape and put together, with all the seams (both longitudinal and transverse) fitted with double butt straps each at least five-eighths of the thickness of the shell plates they cover, and with all the seams at least double riveted, with rivets having an allowance of not more than 75 per cent. over the single shear, and provided that the boilers have been open to the inspection of their surveyors during the whole period of construction, and say that such a boiler shell shall be allowed a factor of safety (divisor of seam strength) of 5.

But for every departure from this, which they deem the best mode of construction, a penalty in the shape of an addition to the factor of safety is made. These additions to the factors of safety with reference to the longitudinal as compared to the transverse seams, are given in the following table:

Nature of the deviation in the construction or workmanship.Addition to
the factor 5
if the
deviation
is in the
longitudinal
seam.
Addition to
the factor 5
if the
deviation
is in the
transverse
seam.
The holes not fair and good .75.2
Holes drilled out of place after bending .15.1
Holes drilled before bending .3.15
Holes punched after bending .3.15
Holes punched before bending .5.2
Joints lapped and double riveted instead of having double butt straps .2.1
Joints double riveted but have single butt straps .3.1
Joints single riveted and have a single butt strap1.0.2
Joints lapped and single riveted1.0.2

Fig. 3256.

An addition of .25 is also made to the factor of safety, when the strakes are not entirely under or over. In [Fig. 3256] for example, strake b is within or under strake a at one end and strake c at the other end, hence b is entirely under; strake c is over b and d, and therefore entirely over; while strake d is under c, and over e, and therefore not entirely under nor entirely over.

When the rivet holes are punched they do not match properly, and unless the holes are punched somewhat smaller than the required size and reamed out afterwards, some rivets receive more stress than others, and may consequently shear in detail. It is customary, however, to punch the holes for ordinary stationary boilers, and it is with seams having punched holes therefore that we have at present to deal.

In the United States the rivet diameter and plate percentages are, in the boilers of stationary engines, usually made equal, and the reasons advanced both for and against this are as follows:

First, in favor of a greater plate percentage than rivet section, it is advanced that the plate gets thinner by wear, whereas the rivet does not, hence the wear reduces the plate section; that the plate is weakened by the punching process, and requires a greater percentage to make up its strength as compared to the rivet; that the rivets are usually of better material than the plates.

In favor of a greater rivet section than plate section, it is advanced that the shearing strength of iron is but about four-fifths of the tensile strength, and that with equal plate and rivet sections the rivet is therefore the weakest; that with punched holes the rivets may be sheared in detail, and that the rivets may be sheared gradually by the working of the joint from varying expansion and contraction.

From these premises the assumption is drawn that the weakening of the plate from being punched and from corrosion about offsets the excess of the tensile over the shearing strength, and that it is best therefore to employ such a pitch that the area of the rivet and of the metal left between the rivet holes shall be equal.

In order to do this the diameter of the rivet must be determined, and the following are the proportions given by the various authorities named:

Table of the Diameters of Rivets for Various Thicknesses
of Plates with Single Riveted Lap Joint.

Thick-
ness
of
Plate.
Diameter of Rivets.
Lloyds’
Rules.
Liver-
pool
Rules.
English
Dock-
yards.
Fair-
bairn.
Unwin.Wilson.
in.in.in.in.in.in.in.
516 58 58 12 58 1116 58
38 58 58 58 34 34 1116
716 58 34 34 2132 1316 34
12 34 1316 34 34 78 34
916 34 1316 78 2732 78 78
58 34 78 78 1516 1516 78
1116 78 78 7811321 78
34 78 15161 11811161
1316 781 1 173213321
781 118118...1181
15161 1316118...1316118
1 1 114118...114118

From the above it is seen that with thin plates the diameter of rivet employed is about twice the thickness of the plate, whereas as the thickness of plate increases the proportion of rivet diameter decreases, and the reasons for this are, first, that with rivets twice the thickness of thick plates and pitched so as to equalize the rivet and plate sections the pitch would be too great to permit of the seams being caulked steam tight.

The diameter of the rivet having been determined, the rivet area and area of plate left between the rivet holes may be made equal by determining the pitch by the following rule:

Rule.—To the area of the rivet divided by the plate thickness add the diameter of the rivet, and the sum so obtained is the pitch. The correctness of this rule may be shown as follows:

Suppose the rivet diameter to be 78 inch = decimal equivalent .875, and its area will be .6013 square inch. Suppose the thickness of the plate to be 916 = decimal equivalent .5625, then by the rule:

Rivet
area.
Plate thickness = .5625 ) .6013 ( 1.0689
5625
38800
33750
50500
45000
55000
50625

To this 1.0689 we are to add the rivet diameter, thus:

1.0689
.8750 = rivet diameter.
1.9439 = pitch of the rivets.

We have thus found the required pitch to be 1.9439 inches, and as the joint is single riveted there are two half rivets or one whole one to one pitch, and if we subtract the diameter of the rivet from the pitch we shall get the width of the metal or plate left between the rivets, thus:

1.9439 = pitch of rivets.
.8750 = diameter of rivet.
1.0689 = distance in inches between the rivets.

If now we multiply this distance between the rivets by the thickness of the plate, we shall get the area of the plate that is left between the rivet holes, thus:

1.0689 = width of plate between rivets.
.5625 = thickness of plate.
53445
21378
64134
53445
Area of plate between rivets = .60125625

Here then we find the area of plate left between the rivet holes to be 6.01 square inches, and as the area of the rivet is 6.01 square inches, the two are shown to be equal.

We may now place the various rivet diameters and the pitches that will make the rivet area and plate area in a single riveted joint equal in a table as follows:

Table of Rivet Diameters and Pitches for Single Riveted Lap Joints.

Thick-
ness
of
Plate.
Diameter
of
Rivet.
Pitch.
14 12114
516 58158
38 111611116
716 34134
12 34158
916 782
58 78178
1116 78134
341 ..
13161 2
781 118
1516118218
1 118218
1116118218
1181316214
1141316218

The rivets in double riveted lap joints, and in butt strap joints having a single cover, are spaced alike, because in both cases there are two rivets in one pitch, and the rivets are in single shear.

As there are two rivets in one pitch (instead of only one as in a single riveted joint), therefore the percentage of rivet section is doubled, and the plate section must therefore be doubled if the plate and rivet sections are to be made equal, and the rule for finding the required pitch is as follows:

Rule.—To the amount of rivet area in one pitch, divided by the thickness of the plate, add the diameter of the rivet.

Example.—Let the plate thickness be as in the last example 916, decimal equivalent = .5625, and the rivet diameter be 78 inch = decimal equivalent .875, the area of one rivet being .6013 square inch, and the pitch is calculated as follows:

.6013 = area of one rivet.
2 = the rivets in one pitch.
Plate thickness = .5625 ) 1.2026 ( 2.1377
1.1250
77602.137
5625.875 = rivet diameter.
213503.012 = pitch.
16875
43750
39375
43750
39375
4375

We find, therefore, that the pitch is 3.012, or 3 inches (which is near enough for practical purposes), and we may now make it clear that this is correct.

Fig. 3257.

In [Fig. 3257] the joint is shown drawn one-half full size, and the length a of plate left between the rivet holes measures (as nearly as it is necessary to measure it) 2532 inches, or 2.156, and if we multiply this by the thickness of the plate = .5625 inch, we get 1.2 square inches as the area of the plate left between the rivet holes.

Now there are two rivets in a pitch (as one-half of b, one-half of c, and the whole of f), and as the area of each rivet is .6, therefore the area of the two will be 1.2, and the plate section and rivet section are shown to be equal.

The area at a is obviously the same as that at a, because the pitches of both rows of rivets are equal, this being an ordinary zigzag riveted joint.

We may now consider the diagonal pitch of the rivets, using the rule below.

The pitch × 6, + 4 times the rivet diameter = the diagonal pitch pd.
divided by 10

In this example the pitch has been found to be 3 inches, hence we have

.875= diameter of rivet.
4= constant.
3.500
3 = pitch of the rivets.
6 = constant.
18
3.5 = rivet diameter multiplied by 4.
10 ) 21.5 ( 2.15 = the diagonal pitch.
20
15
10
50

The diagonal pitch, that is, the distance pd, [Fig. 3257], is therefore found to be 2.15, or 218 inch full.

The amount of metal left between the rivets, measured on the diagonal pitch, is twice the dimension h multiplied by the thickness of the plate, and as this (with the diagonal pitch determined as above) always exceeds the pitch a or a, therefore if the plate fails, it will be along the line a, and not through the diagonal pitch.

We may now consider the total amount that the plates overlap in a double riveted lap joint zigzag riveted, this amount being twice the distance e, added to the distance v between the rows of rivets.

The distance e, [Fig. 3257], is usually made one and a half times the diameter of the rivet, this being found to give sufficient strength to prevent the edge of the plate from tearing out and to prevent the rivet from shearing the plate out to the edge, rupture not being found to occur in either of these directions.

The rule for finding the distance v, when the diagonal pitch has been determined by the rules already explained, is as follows:

Rule.—To the pitch multiplied by 11, add 4 times the rivet diameter, then multiply by the pitch, plus 4 times the rivet diameter. Then extract the square root and divide by 10.

Placed in formula, the rule appears as follows, d representing the rivet diameter, and p the pitch.

√(11p + 4d)(p + 4d) = distance v between the rows of rivets.
10

As this rule involves the extraction of the square root of the sum of quantities above the line, and as in determining the diagonal pitch, we have already determined the distance v, it is unnecessary to our purpose to carry out this latter calculation, as it is easier to find the diagonal pitch, and then, after drawing the joint, the distance between the rows of rivets can be measured if it is required, as it might be in finding the length of plate required to roll into a strake for a boiler of a given diameter and having a double riveted lap joint.

We may now consider chain riveted joints in comparison with zigzag riveted joints, which is especially necessary, because it has been assumed by some that the second row of rivets in a chain riveted joint added nothing to the strength of the joint.

Fig. 3258.

[Fig. 3258] represents a chain riveted joint, having the same thickness of plate, rivet diameter and pitch as the zigzag riveted joint in [Fig. 3257], and it will be seen that the plate sections at a and at a are the same in the two figures, and as there are four half rivets, which are equal to two rivets, in one pitch, therefore the strength of the two joints is equal.

Each joint can be as efficiently caulked as the other, as the rivet spacing is the same and the edge of the plate is the same distance from the rivets in both cases.

The pitch of the rivets is obtained by the same rule as for zigzag riveted joints, and all we have now to consider is the distance apart of the two rows of rivets or distance v in the [Fig. 3258], and for this there are two rules, the first being that it shall not be less than twice the diameter of the rivet, which would leave a dimension at h in the figure equal to the diameter of the rivet. The second rule is that a better proportion than the above is to multiply the diameter of the rivet by 3. This makes the dimension at h equal to twice the rivet diameter.

When the joints have double buttstraps, the rivets may be spaced as wide as the necessity for tight caulking will admit, because, on account of the rivets being in double shear, the rivet percentage exceeds the plate percentage.

The allowance for the rivets being in double shear is 75 per cent., or in other words, a rivet in double shear is allowed 1.75 times the area of the same size rivet in single shear.

STATIONARY ENGINE BOILERS.

The simplest form of horizontal boiler is the plain cylinder boiler, an example of which is given in [Fig. 3259], and which is largely used in iron works and coal mines.

[Large
image
(106 kB).]

Fig. 3259.

Boilers of this class are easily cleaned, because the whole interior can be readily got at to clean.

As the bottom of this boiler gets thinned from wear, the boiler is turned upside down, thus prolonging its life.

Fig. 3260.

[Fig. 3260] represents an internally fired flue boiler, known as the Cornish or Lancashire boiler. The furnace is at one end of the flues, the fire passing through them to the chimney. There is here obviously more heating surface than in the plain cylinder boiler, but somewhat less facility for cleaning.

The Galloway boiler is of this class, but has vertical water tubes placed at intervals in the flues. These water tubes are wider at the top than at the bottom. They serve to break up the body of heat that passes through the flues, and increase the heating surface while extracting more of the heat and promoting the circulation of the water in the boiler.

A water tube is one in which the water is inside and the fire outside, as distinguished from a fire tube, in which the fire passes through the tube and the water is outside. A water tube is stronger than a fire tube, because the former is subject to bursting pressure and the latter to collapsing pressure.

Vertical boilers are internally fired, and in the ordinary forms have no return tubes or flues, examples of those used for small stationary engines being given as follows.

Fig. 3261.

[Fig. 3261] represents an ordinary form with vertical tubes. The upper ends of the tubes here pass through the steam space—a condition that under the moderate pressures and firing that this class of boiler is subjected to is of less importance than it is in boilers having higher chimneys and therefore a more rapid draught, and using higher pressures of steam. Furthermore, the small diameters and lengths or heights in which these boilers are made give them ample strength with shells and tubes of less thickness, while the condition of tube ends with steam on one side and fire on the other is permissible without the injurious effects that ensue under rapid combustion and high pressures.

The crown sheet of the fire boxes or furnaces of this class of boiler is very effective heating surface, first, because of the great depth (and therefore weight) of water resting upon it insuring constant contact between the water and the plate, while there is no danger of the crown sheet burning from shortness of water.

Fig. 3262.

A similar boiler, but with the upper ends of the tubes below the water level, is shown in [Fig. 3262].

From the small diameters of these boilers, the flat surfaces are not stayed except to the extent that the holding power of the tubes serves that end.

Fig. 3263.

Fig. 3264.

A return flue vertical boiler is shown in [Figs. 3263] and [3264]. The whole of the surfaces having contact with the fire also have contact with the water, and the height of the crown sheet removes it from the intense heat of the fire. It is stayed to the top of the boiler. The fire box or combustion chamber being taper increases the effectiveness of its sides as heating surface, since the heat in its vertical passage impinges against it.

The products of combustion pass from the top of the combustion chamber through short horizontal flues, which enter an annular space surrounding the lower section of the boiler, and from this space vertical flues pass to a corresponding space at the bottom of the boiler.

The passage of the steam generated at the sides of the combustion chamber is facilitated by the taper of the chamber, which gives increased room for the steam as it gathers in ascending.

Vertical boilers for high pressures, as from 60 to 120 lbs. per inch, are represented in the figures from 3265 to 3269.

In boilers of this class, a majority contain water tubes, which, when properly arranged, promote rapid evaporation and circulation.

Fig. 3265.

A boiler with Field tubes is shown in [Fig. 3265]. It consists of an outer shell and a cylindrical fire box, from the crown sheet of which a number of Field tubes are suspended in the fire box or combustion chamber.

Fig. 3266.

[Fig. 3266] is a sectional view of a Field tube, the construction being as follows:

The outer tube, which is expanded into the tube plate, is enclosed at its lower end, and has at its upper end in the water space of the boiler a perforated mouth piece, from which is suspended an inner tube that extends nearly to the bottom of the outer tube.

As the outer tube is bathed in the fire, steam is generated very rapidly, and a thorough and rapid circulation is kept up, the water passing down the inner and up the outer tubes, as denoted by the arrows.

The outer tube is spread out at the upper end to a slight cone, so that it cannot be forced out of the tube sheet by the pressure, and as it hangs free, there is no liability for it to loosen or get leaky from expansion and contraction.

From the great amount of heating surface obtained with these tubes, the fire box may be kept at a minimum diameter for the duty, while still leaving a wide space for the water leg, which facilitates the circulation.

The damper, which is suspended in the uptake, spreads the fire sideways.

Fig. 3267.

[Fig. 3267] represents the arrangement of Field tubes in a boiler.

A boiler of this form may for a given capacity be made lighter and smaller than in any other of the ordinary forms, while the rapid circulation acts to keep the tubes clean.

The inner tubes may be thin, because they are under pressure both inside and out, while the outer tubes may be thin, because they are under a bursting strain, whereas a fire tube is under collapsing pressure.

Fig. 3268.

A design of high rate boilers, in which the uptake does not come into contact with the water, and water tubes are employed, is shown in [Fig. 3268]. In the fire box is an inclined tube which promotes the circulation, and is very effective heating surface, and in the combustion chamber are a number of vertical water tubes.

Two manholes give access for cleaning purposes.

Fig. 3269.

The efficiency of the heating surface in this class of boiler is increased from the fact that, as the heat does not pass direct through the boiler, it impinges against the surface. In [Fig. 3269], for example, the exit from the spherical fire box is on one side of the boiler, and the uptake on the other, the heat passing from the fire box into a combustion chamber, and thence through the horizontal fire tubes to the uptake.

Fig. 3270.

The crown sheet is here stayed by gusset stays, but if made spherical, as in [Fig. 3270], the stays may be omitted.

VOL. II.BOILER FOR STATIONARY ENGINES.PLATE XXVIII.
[Large
image
(86 kB).]
Fig. 3271.

[Large
image
(106 kB).]

Fig. 3272.

[Large
image
(134 kB).]

Fig. 3273.

[Figs. 3271], [3272], and [3273] illustrate a 60-inch horizontal return tubular boiler constructed by the Hartford Steam Boiler Inspection and Insurance Company. This class of boiler has found much favor in the United States. It is an externally fired, return tube boiler, the fire passing beneath the boiler and returning through the tubes to the front end of the boiler, whence it passes through the drum to the chimney.

The boiler is supported on the brackets b, b′, the front one, b, resting on an iron plate imbedded in the brickwork, and the back ones on rollers which rest on the plates p′ imbedded in the brickwork. This allows the boiler to expand and contract endways under variations of temperature without racking the brickwork.

a, a, etc., are for holding the brickwork together. The blow-off pipe c is for emptying or blowing down the boiler. The feed-pipe f enters the front end of the boiler, passes along it, and then crosses over. A pipe h from the steam space of the boiler supplies steam to the steam gauge g, and to the upper end of the gauge glass, which is on the casting k. The lower end of the gauge glass receives water from a pipe which passes into the water space of the boiler; at j are the three gauge cocks for testing the height of the water in the boiler.

The manhole affords ingress into the boiler for inspecting and for scaling or cleaning it, the nozzles being for a safety valve. At e is a hand-hole for washing out and cleaning the boiler. p is a damper in the fire door for admitting air above the fire bars, and r is a damper for regulating the draught.

In the brick walls that support the boiler there are air spaces to prevent the conduction of the heat through and prevent cracking of the brickwork. The tubes are arranged in vertical and horizontal rows and are equally spaced throughout.

Fig. 3274.

Fig. 3275.

[Fig. 3274] represents the front end, and [Fig. 3275] a longitudinal sectional view of the front end of a boiler of this class. In this case, however, the pipes for the water gauge pass direct into the boiler.

Fig. 3276.

In some practice the tubes are arranged as in [Fig. 3276], being wider pitched or spaced in the middle of the boiler to increase the circulation of the water in the boiler.

Fig. 3277.

Another arrangement is shown in [Fig. 3277], the tubes being staggered or arranged zigzag. This permits of the employment of a greater number of tubes, but does not afford such free circulation of the water.

Fig. 3278.

[Fig. 3278] represents an arrangement where the tubes are in rows both vertically and horizontally.

Fig. 3279.

[Fig. 3279] represents a boiler by the Erie Iron Works, the details of the setting being as follows:

Fig. 3280. Fig. 3281.

[Fig. 3280] is an end view of the setting with the brickwork in section.

[Fig. 3281] side view of the boiler and setting.

Fig. 3282.

Fig. 3283.

[Fig. 3282] a front end view of the boiler, and [Fig. 3283] a ground plan of the brickwork. When the front plate of the boiler setting extends above the middle of the boiler, as in [Fig. 3279], it is said to have a “full arch front.” Whereas when this plate or casting extends to the middle only of the boiler, it is said to have a half arch front.

Figs. 3284, 3285, 3286, 3287.

[Figs. 3284], [3285], [3286], and [3287] show the setting for a half arch front boiler, the dimensions of the settings of both these boilers being given in the following tables:

MEASUREMENTS FOR SETTING TUBULAR STATIONARY BOILERS WITH FULL ARCH FRONTS.

REFERENCE LETTERS ON DIAGRAMS.
No.ABCDEFGHIJKLMNOPQRSTUNO. OF
FIRE
BRICK.
NO.
COMMON
BRICK
ABOVE
FLOOR
LEVEL.
Ft.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ft.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ins.
1 7321220164544 7326485261911-620401216363446006800
2 7341220164847 8346690262211-620401216363446007500
3 8361220164847 8366892262212-624401216363446507700
31210361220164847 8366892262214-628461216424247208500
4 8421420164847 8427498272112-824401216363447308500
5 10421420164847 8427498272114-828461216424247709600
6 10441424164847 104476100272115-0284612164242488010500
7 1244142416484612104476100272117-0325212164849494010800
712144414241647451210447699262119-03658121654844112011500
8 1248162416474512104888103262117-23252122048494112013600
9 1448162416474512104888103262119-23658122054844114015700
10 1254162420504812105494112262417-63252122048494116016200
10121554162420504812105494112262420-83656162054904127017500
11 12601824205048121260108118262417-103250162448494140020500
12 14601824205048121260108118262419-103656162454844150023000
13 16601826205048 1260108118262422-04056162454964154025300
14 15661828205048121266114124262421-23656162454904159026000
15 16661828205048 1266114124262422-24056162454964162027000
16 16722030205048 1272120130262422-64056162454964175030000
Note.—In setting“Standard” boilers, the side walls should be so built that thelongitudinal seams of the shell will be protected from the fire.

MEASUREMENTS FOR SETTING TUBULAR STATIONARY BOILERS WITH HALF ARCH FRONTS.

REFERENCE LETTERS ON DIAGRAMS.
No.ABCDEFGHIJKLMNOPQRSTUVWXYZNO. OF FIRE BRICK.NO. COMMON BRICK ABOVE FLOOR LEVEL.
Ft.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ft.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ins.Ins.
1 73214201646 45 7326473 26 20 10-32033 12163634436 9 241276006150
2 73414201646 45 8346675 26 20 10-32033 12163634436 9 281276006200
3 83614201646 45 8366877 26 20 11-32433 12163634436 9 2812156506700
312103614201646 45 8366877 26 20 13-32839 12164242436 9 2812257207050
4 84218201646 45 8427483 27 19 11-3243212121636344323412143216117307700
5 104218201646 45 8427483 27 19 13-3283812121642424323412143216257708700
6 104418241646 45 10447685 27 19 13-7283812121642424323412143616258808800
7 124418241646 441210447685 27 19 15-7324412121648494321412143620359409300
712144418241646 441210447685 27 19 17-73650121216548443214121436244511209500
8 124819241650 481210488893 26 24 15-73248 12204849436141214362035112011100
9 144819241650 481210488893 26 24 17-73654 12205484436141214362445114012900
10 125419242050 481210549499 26 24 15-1132481212204849434 1412422035116013200
1012155419242050 481210549499 26 24 19-136521216205490434 1412422457127014200
11 12602124204634451212601081013426 203416-13247 16244849431 1412482037140016700
12 1460212420463445 12601081013426 203418-13653 16245484430121412482445150019200
13 1660212620463445 12601081013426 203420-34053 16245496430121412482465154021500
14 156624282047 45121266114108 26 21 19-536521216245490431 1412542457159022100
15 166624282047 45121266114108 26 21 20-540521216245496431 1412542465162023100
16 167224302048 46121272120115 2814193420-7405212162454964271219 542465175026000
Note.—In setting “Standard” boilers,the side walls should be so built that the longitudinal seams of the shell will be protected from the fire.

THE EVAPORATIVE EFFICIENCIES OF BOILERS.

[56]“Many tests have been undertaken to ascertain the evaporative power of different classes of boilers in actual work; but few of these are of any value, owing to the unreliable means usually employed to measure the quantity of water evaporated. The easiest method, and consequently the one most frequently adopted, is to measure the quantity by the difference of its height in the water-gauge glass at the beginning and end of the trial, and also at intermediate stages. This method is very rude and uncertain, since there can be little doubt that in many boilers at work the surface of the water is not level, but is usually higher over the furnace, or where the greatest ebullition occurs. The difference in height at any moment will greatly depend upon the intensity of the ebullition, which is ever varying during the intervals between firing. With mechanical firing the difference of height is probably reduced to a minimum.

[56] From “A Treatise on Steam Boilers,” by Robert Wilson.

“The meters employed for measuring the water are sometimes not trustworthy. The only sure method of ascertaining the quantity of water evaporated is by actual measurement with a cistern or vessel whose cubic contents are accurately known. The quantity of water in the boiler before and after the trial should be measured at the same temperature, which should not exceed 212° to insure accuracy. But even when the amount of water introduced and the quantity passed off from the boiler are accurately ascertained, there yet remains a doubt as to how much has been actually evaporated, and how much may have passed off in priming, unless the trial has been conducted with the boiler open to the atmosphere, which appears to be the only condition under which accuracy can be insured, unless a suitable apparatus can be provided for accurately measuring the weight and temperature of all the steam and water given off, when the boiler is working above atmospheric pressure.

“There are very few boilers that do not prime more or less, and the quantity of water passed off in this manner is sometimes very considerable, and has led to the impossible results of 16 and 17 lbs. of water evaporated per lb. of ordinary coal in locomotive and water-tube boilers being seriously recorded. Externally fired boilers, that have given the moderate result of 5 lbs. of water per lb. of coal at atmospheric pressure, have shown the unexpected result of 10 and 12 lbs. of water evaporated at 40 lbs. pressure. In fact, unless the amount of water passed over with the steam by priming or foaming, when working under pressure, can be accurately ascertained, the evaporative results are not to be relied upon, however careful in other respects the trial may have been conducted. It is customary to give the quantity of water evaporated from and at a temperature of 212°, or the boiling point at atmospheric pressure, to which the results of evaporation are reduced.”

The quantity corresponding to any temperature of feed water and working pressure can readily be found with the aid of the annexed table, taken from The Encyclopædia Britannica, wherein are presented the relations of the properties of steam, as now accepted by the best authorities.

Table Giving the Pressure, Temperature, and Volume of Steam.

Total
pres-
sure
per
square
inch
mea-
sured
from a
vacuum.
lbs.
Gauge
pres-
sure or
pres-
sure
above
atmo-
sphere.
lbs.
Sensi-
ble
tempe-
rature
in
Fahren-
heit
degrees.
Total
heat in
degrees
from
zero of
Fahren-
heit.
Weight
of one
cubic
foot of
steam.
lbs.
Rela-
tive
volume
of steam
compared
with the
water
from which
it was
evapo-
rated.
1 102.11144.5.003020582
2 126.31151.7.005810721
3 141.61156.6.00857322
4 153.11160.1.01125583
5 162.31162.9.01384527
6 170.21165.3.01633813
7 176.91167.3.01893298
8 182.91169.2.02142909
9 188.31170.8.02392604
10 193.31172.3.02642358
11 197.81173.7.02892157
12 202.01175.0.03141986
13 205.91176.2.03381842
14 209.61177.3.03621720
14.70212.01178.1.03801642
15 .3213.11178.4.03871610
16 1.3216.31179.4.04111515
17 2.3219.61180.3.04351431
18 3.3222.41181.2.04591357
19 4.3225.31182.1.04831290
20 5.3228.01182.9.05071229
21 6.3230.61183.7.05311174
22 7.3233.11184.5.05551123
23 8.3235.31185.2.05801075
24 9.3237.81185.9.06011036
25 10.3240.11186.6.0625996
26 11.3242.31187.3.0650958
27 12.3244.41187.8.0673926
28 13.3246.41188.4.0696895
29 14.3248.41189.1.0719866
30 15.3250.41189.8.0743838
31 16.3252.21190.4.0766813
32 17.3254.11190.9.0779789
33 18.3255.91191.5.0812767
34 19.3257.61192.0.0835746
35 20.3259.31192.5.0858726
36 21.3260.91193.0.0881707
37 22.3262.61193.5.0905688
38 23.3264.21194.0.0929671
39 24.3265.81194.5.0952655
40 25.3267.31194.9.0974640
41 26.3268.71195.4.0996625
42 27.3270.21195.8.1020611
43 28.3271.61196.2.1042598
44 29.3273.01196.6.1065595
45 30.3274.41197.1.1089572
46 31.3275.81197.5.1111561
47 32.3277.11197.9.1133550
48 33.3278.41198.3.1156539
49 34.3279.71198.7.1179529
50 35.3281.01199.1.1202518
51 36.3282.31199.5.1224509
52 37.3283.51199.9.1246500
53 38.3284.71200.3.1269491
54 39.3285.91200.6.1291482
55 40.3287.11201.0.1314474
56 41.3288.21201.3.1336466
57 42.3289.31201.7.1364458
58 43.3290.41202.0.1380451
59 44.3291.61202.4.1403444
60 45.3292.71202.7.1425437
61 46.3293.81203.1.1447403
62 47.3294.81203.4.1469424
63 48.3295.91203.7.1493417
64 49.3296.91204.0.1516411
65 50.3298.01204.3.1538405
66 51.3299.01204.6.1560399
67 52.3300.01204.9.1583393
68 53.3300.91205.2.1605388
69 54.3301.91205.5.1627383
70 55.3302.91205.8.1648378
71 56.3303.91206.1.1670373
72 57.3304.81206.3.1692368
73 58.3305.71206.6.1714363
74 59.3306.61206.9.1736359
75 60.3307.51207.2.1759353
76 61.3308.41207.4.1782349
77 62.3309.31207.7.1804345
78 63.3310.21208.0.1826341
79 64.3311.11208.3.1848337
80 65.3312.01208.5.1869333
81 66.3312.81208.8.1891329
82 67.3313.61209.1.1913325
83 68.3314.51209.4.1935321
84 69.3315.31209.6.1957318
85 70.3316.11209.9.1980314
86 71.3316.91210.1.2002311
87 72.3317.81210.4.2024308
88 73.3318.61210.6.2044305
89 74.3319.41210.9.2067301
90 75.3320.21211.1.2089298
91 76.3321.01211.3.2111295
92 77.3321.71211.5.2133292
93 78.3322.51211.8.2155289
94 79.3323.31212.0.2176286
95 80.3324.11212.3.2198283
96 81.3324.81212.5.2219281
97 82.3325.61212.8.2241278
98 83.3326.31213.0.2263275
99 84.3327.11213.2.2285272
100 85.3327.91213.4.2307270
101 86.3328.51213.6.2329267
102 87.3329.11213.8.2351265
103 88.3329.91214.0.2373262
104 89.3330.61214.2.2393260
105 90.3331.31214.4.2414257
106 91.3331.91214.6.2435255
107 92.3332.61214.8.2456253
108 93.3333.31215.0.2477251
109 94.3334.01215.3.2499249
110 95.3334.61215.5.2521247
111 96.3335.31215.7.2543245
112 97.3336.01215.9.2564243
113 98.3336.71216.1.2586241
114 99.3337.41216.3.2607239
115 100.3338.01216.5.2628237
116 101.3338.61216.7.2649235
117 102.3339.31216.9.2674233
118 103.3339.91217.1.2696231
119 104.3340.51217.3.2738229
120 105.3341.11217.4.2759227
121 106.3341.81217.6.2780225
122 107.3342.41217.8.2801224
123 108.3343.01218.0.2822222
124 109.3343.61218.2.2845221
125 110.3344.21218.4.2867219
126 111.3344.81218.6.2889217
127 112.3345.41218.8.2911215
128 113.3346.01218.9.2933214
129 114.3346.61219.1.2955212
130 115.3347.21219.3.2977211
131 116.3347.81219.5.2999209
132 117.3348.31219.6.3020208
133 118.3348.91219.8.3040206
134 119.3349.51220.0.3060205
135 120.3350.11220.2.3080203
136 121.3350.61220.3.3101202
137 122.3351.21220.5.3121200
138 123.3351.81220.7.3142199
139 124.3352.41220.9.3162198
140 125.3352.91221.0.3184197
141 126.3353.51221.2.3206195
142 127.3354.01221.4.3228194
143 128.3354.51221.6.3250193
144 129.3355.01221.7.3273192
145 130.3355.61221.9.3294190
146 131.3356.11222.0.3315189
147 132.3356.71222.2.3336188
148 133.3357.21222.3.3357187
149 134.3357.81222.5.3377186
150 135.3358.31222.7.3397184
155 140.3361.01223.5.3500179
160 145.3363.41224.2.3607174
165 150.3366.01224.9.3714169
170 155.3368.21225.7.3821164
175 160.3370.81226.4.3928159
180 165.3372.91227.1.4035155
185 170.3375.31227.8.4142151
190 175.3377.51228.5.4250148
195 180.3379.71229.2.4357144
200 185.3381.71229.8.4464141
210 195.3386.01231.1.4668135
220 205.3389.91232.3.4872129
230 215.3393.81233.5.5072123
240 225.3397.51234.6.5270119
250 235.3401.11235.7.5471114
260 245.3404.51236.8.5670110
270 255.3407.91237.8.5871106
280 265.3411.21238.8.6070102
290 275.3414.41239.8.626899
300 285.3417.51240.7.646996

Here we see that at 212° the total quantity of heat in the steam is 1178.1°, which gives a difference of 966.1°. This heat, usually termed latent, is absorbed in performing the work of expanding the particles of water from the liquid to the gaseous state. Now, suppose the water is evaporated at 60 lbs. pressure, the steam will have a temperature of 307°, and a total heat of 1207°. If the feed has been introduced at 60°, it is evident that 1147° of heat have been imparted. As the amount evaporated is inversely proportional to the quantity of heat required, we have 1147 ÷ 966 = 1.2. Multiplying by this factor, the quantity evaporated at 60 lbs. pressure from 60°, we obtain the amount that would be evaporated at 212° by the same quantity of fuel.

By the same table can be ascertained the comparatively small increase of heat required to evaporate water at higher pressures. Suppose we take water evaporated at 45 lbs. pressure from a feed temperature of 60°, then each lb. of water will require 1202.7 - 60 = 1142.7 for its conversion into steam. If we take the pressure at 100 lbs., we shall have 1216.9 - 60 = 1156.9° as the quantity required. The difference between these two total quantities is only 14.2°, and is so small as to be scarcely worth considering. Leaving out of account the loss due to the slight reduction of the conducting power of the material, the increased amount of heat required for the higher pressure will be only 136 of the total heat required at 60 lbs. With an evaporation of 7 lbs. of water from 1 lb. of coal, it will be obtained by using 1563 more fuel, or about 1 lb. in about 556 lbs., a quantity not appreciable to the ordinary modes of weighing coal. The economy is then manifest of using steam of high pressures when at the same time advantage is taken of the facilities it offers for working the steam more expansively to the engine cylinders.

The saving that may be effected by heating the feed water may be shown as follows:

If we take the normal temperature of the feed water at 60°, the temperature of the heated water at 212°, and the boiler pressure at 20 lbs., the total heat imparted to the steam in one case is

1192.5° - 60° = 1132.5°
and in the other case 1192.5° - 212° = 980.5°
the difference being 152°, or a saving of 152°
1132.5°

which is 13.4 per cent. If the pressure be taken at 120 lbs., instead of 20 lbs., the saving will be 13.1 per cent, showing a slight diminution in the economy effected by heating the feed water when a high boiler pressure is employed.

THE CARE AND MANAGEMENT OF STATIONARY ENGINE BOILERS.

The first thing to do in taking charge of a stationary engine boiler is to know from personal inspection that the safety fittings and the boiler-feeding apparatus are in good order.

The safety valve is the first thing to inspect, as it is liable to stick in its seat, especially in cases in which it is set at a greater pressure than is got up in the boiler, because in that case it is not lifted from the seat and in time sticks fast there.

In such cases it is proper to lift the valve at least once a day while steam is on. For this purpose a cord may be attached to the lever, passing over a pulley directly above the lever, and thence to some convenient place near the boiler, but where it is not liable to get caught and pulled accidentally.

Before lighting the fire, see that there is sufficient water in the boiler. If there is a gauge glass on the boiler, it should show three-quarters full, or three-quarters of a glass, as it is called.

The gauge glass may show a false water level, and to be sure that such is not the case, open the top gauge cock and the cock at the bottom of the gauge glass, letting the water run through the gauge glass. Open and close the cock below the gauge glass two or three times to see that the water comes to the same level each time.

If the steam pressure has been allowed to fall in the boiler without any of the cocks being opened, there will be a partial vacuum in the boiler, and air must be let in before the true water level will be shown either by the gauge glass or by the gauge cocks.

Opening the upper gauge cock will let in the air, and it should not be closed again until enough steam has been got up in the boiler to expel the air again, or in other words, until steam begins to issue from it.

The grate bars and ash pit should be cleaned of clinker, ashes, etc., and it should be seen that the tubes are clear of ashes, etc., before the fire is laid; if the grate is a shaking one, the lever should be applied to see that the grate will shake properly.

To light the Fire—In the case of anthracite or hard coal, as it is sometimes termed, first cover the bars with a thin layer of coal and then put in pieces of lighted greasy waste (if it is at hand) distributed about the furnace, taking especial care to light the fire at the fire-door end and in the corners, because the fire will spread from the front end towards the back easier than it will from the back end towards the front.

The fire should light from the bottom and not from the top, hence the thinnest pieces of the wood should be put in first.

If there is any soft coal at hand, a small quantity of it will accelerate lighting the fire, as it burns easier and quicker than hard coal.

Before putting on the coal the wood should be well lighted, the bottom portion of it having ceased flaming.

This causes the lighted wood to spread over the bars and the fire to light evenly.

Charge the coal lightly, first covering the places that have burned up the most.

Firing.—The fire door should be kept open as little as possible, as it admits cold air that is detrimental to the combustion, as well as to the draught, hence firing should be done quickly.

A good fireman will maintain as even a temperature as possible in the fire box by charging the coal lightly and quickly.

Some firemen will, after the fire is at its proper depth all over the grates, charge the fire in the front end, that is, at the fire-door end, and push it back as it burns up, to keep up the thickness of the fire at the back.

The thickness of the fire depends upon the size and kind of coal.

With small coal a fire from 4 to 6 inches deep will answer, while, if the lumps are five or six inches in diameter, a fire from a foot to 15 inches deep may be maintained, as is done in some locomotives.

The object is to have the fire thick enough to prevent it from burning through in spots or letting cold draughts of air pass through it.

The sides of the furnace require particular attention, not only because cold air is more likely to get through there, but also in boilers having fire boxes the cool sides of the box keep the temperature of the fuel down, hence a thicker fire is necessary around the sides than in the middle of the furnace or fire box.

Three things are to be considered in cleaning a fire—first, that the boiler pressure will fall during, and for a short time after, the cleaning; second, that the depth of fire will be diminished by the cleaning; and third, that the temperature of the fire will fall during the cleaning.

SHAKING GRATE BARS.

When a furnace has shaking grate bars, the cleaning of the fire is greatly facilitated, and with bars that shake singly (and good coal) the fire is often not disturbed during the day, except to shake the bars occasionally, passing the poker through it and using the hoe to keep it evenly spread.

If the grate shakes in sections, more cleaning will be required to break up the clinker, while, if the bars do not shake, the cleaning assumes greater importance.

Before cleaning, therefore, see that there is sufficient water in the boiler, that it need not be fed while cleaning, nor just after cleaning the fire.

Prepare for cleaning by having a thick fire on the grate, so that after cleaning it will burn up quickly, and let the cleaning be done as quickly as possible.

Fig. 3288.

The tools used for cleaning the fire are the slice bar, [Fig. 3288], which is pushed along the top of the fire bars to loosen up the fire, and let the ashes fall through the bars.

Fig. 3289.

Fig. 3290.

The hoe, [Fig. 3289], which is used to push the fire to the back of the furnace and to pull it forward. The poker, [Fig. 3290], which dislodges any clinker that may be between the bars, and lets the ashes fall through.

Fig. 3291.

Fig. 3292.

The clinker hook or devil’s claw, [Fig. 3291], which is used to haul clinker out of the fire, and the rake, [Fig. 3292], which is used to spread the fire evenly over the bars after it is cleaned.

In cleaning a fire, first use the slice bar to loosen up the fire and let the ashes fall through, and also dislodge clinkers from the surface of the bars. Then push the fire to the back of the furnace. Next use the poker to clean out clinker from between the exposed part of the bars. Then with the hoe pull a part of the fire forward and pull out the clinker that may be in this part, doing so with the hoe as far as possible, as that will save time, but if it should be necessary, use the clinker hook.

Then pull forward a second portion of the fire, and spread it on the bars, removing the clinker as before. When all the fire has thus been cleaned, use the rake to spread it evenly over the bars, and put on a light charge of coal, covering the brightest parts of the fire first, and taking care that no part of the fire bars is left uncovered.

The cleaning should be done quickly.

Draught.—The draught should be decreased while the fire is being cleaned, but the damper should never be entirely closed, as this might cause an explosion in the fire box and tubes.

During a temporary interruption, as in the case of the engine stopping, partly close all the dampers, as it is wasteful to make steam and blow it off through the safety valve.

Combustion.—A blue flame is evidence of incomplete combustion, but there may be a blue flame and imperfect combustion at the back end of the furnace, and a white flame and perfect combustion at the other end.

This is likely to occur with heavy firing near the fire door, and a thin fire at the tube sheet end of the fire box. In this case the unconsumed gases produced near the fire door (as evidenced by the blue flame) are consumed in passing over the bright fire at the tube plate end of the furnace.

At Night.—Always leave plenty of water in the boiler when leaving it for the night, not only to allow for any leak, but also because it gives a fair start in the morning and more time to remedy any defect in the feed pump if it arise.

By plenty of water, very nearly a full gauge is meant, or if there is no gauge glass to the boiler, let the water stand above the second or middle cock.

The usual method of leaving the fire for the night is to bank it. There is an element of danger, however, in banking a fire, unless it is done to suit the circumstances, because steam may generate very rapidly, and perhaps more rapidly than the safety valve can carry it off.

A safe method is to clean the fire, leaving the clinker and ashes covering the front half of the grate and the fire piled up on the back half.

The damper and ash pit door should be closed tight, the fire door open, and the fire well covered with fresh coal, choosing small rather than large coal.

If this method is found not to keep up the fire sufficiently, the same plan may be employed, except that the ashes and clinker may be removed, and if this still leaves too cold a boiler, and too poor a fire in the morning, the fire may be left spread over the grate, but heavily covered with fresh coal, the draught being stopped as much as possible by closing the dampers and opening the furnace door.

To further insure safety, the weight on the safety valve lever should be pushed towards the valve, so as to cause the safety valve to blow off at a less pressure than during the day.

In the Morning.—In starting up a banked fire in the morning, first close the fire door and open the damper, so as to give the fire all the draught possible, and let it burn up a little; then, if it has been piled up at the back of the furnace, clean out the ashes by passing the T bar beneath the fire, and spread it over the grate, letting it burn up a little before making up a fire.

Boiler-Feed.—The fireman should endeavor, if possible, to so regulate the boiler feed that it is kept going as nearly continuously as possible while maintaining a uniform quantity of water in the boiler, and this, with uniform firing, will give the greatest economy.

When pumps are used to feed with, the amount of the lift of the valves can be regulated by a screw, so as to vary the amount of water the pump will deliver, and in this case it is comparatively easy to set them so that the pump may be kept going without putting too much water in the boiler.

When injectors are used, however, the feed will be intermittent, and a uniform quantity of water in the boiler is best obtained by feeding at short intervals, stopping the feed when the fire door is opened much, as when cleaning the fire.

If the feed water is dirty, the gauge glass should be kept clean by first shutting off the upper cock and opening the lower one, so as to let the water blow through the lower cock, and then shutting off the lower cock from the boiler, and opening the upper one, which will let the steam blow all the water out of the glass. This should be done two or three times a day, so as to keep the holes in the boiler and those in the cocks from closing up with fur or scale.

If the water falls in the glass, or if the gauge cocks show the water to be falling, notwithstanding that the feed pump has been started, it is evident that the pump is not working.

This may occur from a stuck valve, a leak in the suction pipe, from the feed water being too hot, or from the pump failing to start in action from leaky or choked valves.

A stuck valve may generally be relieved by striking a few blows on the outside of the pump with a hammer and a block of wood, or if this does not answer, with the hammer only. Check valves are the ones most likely to stick.

If a pump fails to work by reason of the feed water being too hot, the remedy is to open the pet cock to let the steam out of the pump, but if this does not succeed, cold water may be poured on the outside of the pump, which will start it, after which, in most cases, the pump will keep going and the pet cock may be closed.

If the suction pipe has a joint, a leak there will impair the action of the pump, and, if the leak is great enough, will stop it; the remedy is to make the joint tight.

Plunger pumps sometimes fail to act because the plunger has worn so small in diameter that there is sufficient air between the plunger and the pump barrel to expand and compress without lifting the valve; the remedy is obviously a new plunger of as large diameter as the pump gland will admit of, boring the gland out to admit the new plunger.

All the impurities in the water are left in the boiler when the water has evaporated, and it is obvious these impurities must be blown off or they will form scale on the internal surface of the boiler and the external surface of the tubes or flues.

This scale obstructs the passage of the heat from the iron to the water, and if let get thick enough will cause the iron to rapidly burn out.

To prevent the formation of scale, two principal methods are employed, one being to purify the feed water, and the other to occasionally blow the impurities out of the boiler.

Feed-water heaters generally serve also as purifiers, and their effectiveness is increased in proportion as the water can pass quietly through them, and has a large area on which the impurities can settle. Horizontal heaters have the advantage that they have a large settling area, and a less distance for the impurities to fall through. The water-gauge glass and the lower gauge cock are usually set so as to have a margin of about three inches of water above the tubes or crown sheet of the fire box, hence if it is known that the water is but just below the bottom of the gauge glass or gauge cock, there is no positive danger, although it is improper to let it get so low.

If the water is out of sight, and it is not known exactly how low it is, then it is dangerously low, and every minute is of vital importance.

Should the water get dangerously low in the boiler, the most dangerous thing to do is to lift the safety valve or pump in cold water, especially if it is not known how much water there is in the boiler.

As quickly as possible cover the fire with ashes, coal, earth, sand, or anything that is at hand that will smother the fire, then close the draught to the fire, leaving the fire door and the chimney damper open.

Leave all the steam outlets just as they are, and also the feed.

Priming.—Priming, which is also called “foaming,” is that the steam carries up water into the steam space. This may arise from several causes, but it is well known that what will stop priming in some cases will cause it in others.

The known causes of priming are—first, too little room for the steam in the boiler, and it follows that a high water level may cause priming; second, it may be caused by a difference of temperature between the water and the steam in the boiler. Suppose, for example, that the pressure of the steam and water in the boiler is 160 lbs. by gauge, and its sensible temperature will be 370 degrees. Suppose then that enough steam is permitted to escape from the boiler to reduce the steam pressure to 140 lbs., and its temperature will be reduced to 361 degrees. But the water will remain at 270 degrees, and the result will be that it will pass into steam so rapidly that it will carry up the water and hold it in suspension among the steam. The water will pass with the steam into the engine cylinder, and the boiler will be said to “prime,” “foam,” or “work water.” The same thing may happen if the water is heated very rapidly.

Priming is wasteful because it rapidly empties the boiler of its water, and dangerous because it may cause the piston to knock out the cylinder head or cover.

When the safety valve blows off, priming may be induced, especially if the engine is at work, because in this case the boiler is being forced, or, in other words, is making steam more rapidly than it is designed to do, and the passage of so large a body of steam through the water is apt to lift it.

Muddy water will sometimes cause foaming or priming, as will also insufficient circulation of the water in the boiler or sometimes the presence of grease or oil.

Priming may be detected from the discharge of water with the steam when the gauge cock is opened, the steam looking white and fluttering as it escapes, and also by violent motion of the water in the gauge glass, or by a thump or pound at the ends of the piston stroke.

To stop priming, the steam from the boiler should be decreased by slackening the speed of the engine, or if necessary, by stopping it. The true water level can then be seen, and if there is too much water in the boiler some of it may be blown off, while if the quantity of water in the boiler will permit it, the feed may be put on.

If the boiler has a surface blow-off cock, or a mechanical boiler cleaner, it is best to blow off from that, as it carries off the scum at the same time as relieving the boiler.

To prevent priming, a steady and uniform rate of boiler feed, the use of pure water, a clean boiler, and steady firing are the best means, turning on the steam slowly so as not to violently disturb the water in the boiler.

The engine as well as the boiler requires attention when the boiler primes. Thus the cylinder cocks should be opened to let out the water from the cylinder and prevent breakage of the cylinder cover.

Scale in Boilers.—The steam leaves behind it all the impurities that the water contained, and these impurities deposit in form of mud and scale, which must be got rid of because it causes a loss of fuel, and if allowed to get thick enough will cause the boiler to burn.

The use of boiler compounds or scale preventatives may be resorted to with advantage, providing they are of a nature to suit the water, but mechanical cleaning must also be resorted to at periods determined by the nature of water.

Boilers are cleaned in two ways—first, by blowing off the impurities before they have formed into scale; and second, by removing at certain intervals whatever scale has formed.

Blowing down may be done in two ways—first, from the surface of the water by means of mechanical cleaners; and second, by blowing out from the bottom of the boiler.

The first draws off the impurities as they are thrown to the surface, the second draws them off after they have become more condensed and sink to the bottom.

How often a boiler should be blown down depends upon the kind of water fed to the boiler; where purifiers are used, less blowing down is obviously needed.

It is best to blow off from the bottom of the boiler when no steam is being used, as during dinner time, letting the water blow down about a quarter of the glass, or from the upper to the middle gauge cock.

As no steam is being used, the feed can then be put on to restore the quantity of water without reducing the temperature of the boiler so much. The feed should be gradual and the fire regulated to keep the steam pressure even.

How often a boiler should be washed out and cleaned depends upon the quality of the water it uses, and varies from about once a week to once a month, according to whether bad and unpurified water or purified water is used.

The first thing to do is to draw the fire, leaving the chimney damper open and closing all the other dampers so that as little cold air as possible can get into the boiler, while the heat can pass away up the chimney.

Let the steam and water all remain in the boiler until there is a gauge pressure of about 5 lbs. in the boiler.

Then open the blow-off cock and let out the water. If the water is blown off under a high pressure, then after the waste is all out the iron is hot enough to dry up the scale, making it hard and very difficult to remove.

After all the water is blown off, take out all the mud plugs and the man-hole and hand-hole covers, and wash out the boiler under as much water pressure as can be had, directing the hose so to reach all parts of the boiler and tubes, and continuing the washing until the water leaves the boiler clean.

Then with a wooden hoe on a piece of gas-pipe of small diameter for a handle, and small enough to pass through the hand-hole, draw all the loose scale to the hand-hole and remove it, letting the water run slowly, so as to carry the small pieces of scale towards the hand-hole as fast as the hoe disturbs it.

Then get inside the boiler, and a few blows with a light ball-pened hammer will loosen the scale, and a steel scraper will remove more, which must be washed down and drawn out with a hoe.

After the cleaning and scaling are complete, the engineer, with lamp in hand, should carefully examine the interior of the boiler and of the fire box, paying especial attention to the stays to see that they are not broken.

The hammer test should also be applied. It consists of sounding the boiler by light blows given by a light ball-pened hand hammer, the sound indicating defective places.