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Engineering Vol 56 1893-08-25

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  • 7/23/2019 Engineering Vol 56 1893-08-25

    1/34

    BONAR

    AMERIC

    AN UNIVERSITIES AT THE

    COLUJ\1:BIAN EXPOSITION.

    IV.

    -

    THE

    Mc

    GILL

    , MoNTRE L-concl1tded.

    E

    next

    points of

    interest

    appear in the Tes ting

    Laboratories.

    Testing Laborettories.- ese consist of two r

    oo

    ms

    each 60 ft . by 32 ft ., with a basement cf the s

    am

    e

    eize. Th e main appara tus in these labora tories

    consists o f-

    A 75-ton Emery machine, with a capacity for

    tensile specimens up to 66 in. in length, for

    co

    m

    pr e

    ssive specimens up to 85 in.

    in

    l

    engt

    h,

    and

    for

    torsional tests up to 60 in. between beaTings.

    A 150-ton Wicksteed te sting machine, with a

    capacity for tensile specimens of lengths up to 72

    in

    .,

    for compressive pieces up to 48 in . in length by

    10 in. square. By means of a special design

    ar r

    ange

    ments are also made for the transverse testing of

    beams up to 25 ft. in length by 10 in. width by

    24

    in. in depth.

    NG I N E E R l N

    G.

    -.

    r r

    BRIDGES

    1

    8

    1 2

    For Description,

    see

    Page 236.)

    l

    ...

    I

    AND

    ,

    These testing machines are both worked fr om an

    hydraul

    ic

    accumulator

    co

    nnected with Bla.ke and

    Worthington pumps, either of which may be us

    ed

    .

    Th

    e piping is also so arranged

    that

    the Emery

    machine may be wo

    rked direct

    from the pump ;

    but

    where extreme accuracy is required, tests are always

    mad e with

    the

    accumulator, as every pulsation of

    the

    pump is registered on

    the

    testing machine.

    Thus in th is labora tory

    ther

    e

    are

    remarkable illus

    trations of the best types of English and American

    testing machines.

    Unwins hydraulic tester for torsional, transverse,

    and te

    nsile testing

    ha

    s been provided

    with an

    angle

    measurer specially designed by Messrs. N

    alder

    Brothers, from ideas suggested by Professor Bovey,

    by means of which t

    he

    angle of t orsion may be

    measured within

    the

    one-thousandth of a d egree.

    Th

    e lab oratories are also

    fi

    t ted up with every

    appliance for exact measurements, including

    various kinds of extensometer, Boehmes hardness

    apparatus, Whitworths one hundred thousandth

    1 8 9 3.

    .

    tIL

    machine, Sweets measuring machine,

    and

    a

    very

    co

    mplete and liberal

    co

    llection of micro

    meters made by Brown and Sharpe, N alder Brothers

    of England, and ot her firms. He re are also

    s

    tandard

    weights, and an Oertling

    bulli

    on b l ~ n c e

    with

    a capacity up to 125 lb. and

    down to

    the

    hundredth

    of a grain. Also a

    Muir lathe and

    a

    shaping machine for preparing specimens, as well

    as a lathe of more delicate construction for appa

    ratus work. The whole of the pressure pipes

    connected with the testing machines are on one

    circuit, and are again

    c9

    nn ected with an Emery

    standard

    gauge,

    with

    a capaci

    ty

    of 125

    lb.

    per

    square inc

    h

    and with a mer

    cu

    ry column up

    to

    5000 lb. Two reco

    rdin

    g guages

    are

    also attached

    by

    means of which

    the

    varying

    pressure

    is abso

    lu tely recorded as the pressure is appli

    ed

    to the

    test-piece.

    The Buckton machine is also being

    pr

    ovided

    with a self-registering apparatus similar to

    that

    used in

    Professor

    Martens

    laboratory at

    Chariot-

  • 7/23/2019 Engineering Vol 56 1893-08-25

    2/34

    E N G I N E E R I N G.

    tenburg.

    This lab

    oratory, in fact,

    has been

    pro

    vided as far as possible with everything for carrying

    out

    tests

    in the

    most

    complete n1anner. In addition

    to the above

    apparatus,

    an

    impact

    machine is being

    constructed,

    fitted

    with

    revolving

    drum, tuning

    fork, c., for r e c o r ~ i n g deflections after

    repeated

    impacts, and it is

    expected

    that

    valuable

    results

    will

    be obtained

    from the

    testing

    of metals under

    extreme

    variations

    of temperature.

    nozzles, pipes, and all

    kinds

    of

    hydraulic apparatus.

    I t

    is being supplied with a

    set

    of pumps designed

    specially for

    experiments and

    research,

    and adapted

    to work up to a

    pressure

    of

    about

    1300 1 ~ . per

    square inch, and at all speeds up to

    the

    highest

    found practicable. The valves, in each case, are

    being so arranged

    that

    both valves and studs may

    be

    ea

    sily

    taken

    out

    and others substituted, if

    desired.

    As good cement is

    the

    foundation of all engi

    neering

    works, so

    a study and

    knowledge of

    this

    material is

    most essential

    to

    the

    training

    of an

    engineer; accordingly, the faculty have

    provided

    a

    Cement Testing Laborat

    ory.

    of the

    illuminating power

    and efficiency of lamps

    by means of a standard apparatus, using the

    Bunsen

    disc; current is l

    aid

    and the electric o b ~

    servations

    are read by

    means of

    a

    wattmeter.

    4. The Electrical Workshop.-This is fitted up

    for making

    electrical

    instruments of

    all

    kind

    s ;

    there

    is

    a

    very

    fine l

    athe

    by the

    American

    vVatch

    To

    ol Company, driven

    by

    a horse - power

    Crocker-

    Wheeler

    motor ; this ]a he was selected

    with a view to turning out fine work if neces

    sary, and

    has

    already

    done

    good service in this

    direction.

    Hydraulic LaboratoTy.- This laboratory contains

    a 28ft.

    by

    5 ft.

    by

    5 ft.

    square tank,

    perfectly

    flush on the inside, and specially designe d for

    investigations as

    to the

    action of

    water under

    low

    pressures.

    The tank is provided with specially designed

    valves

    and

    guages, which do not interfere in

    the

    slightest

    degree

    with

    the stream-line flow, and

    by

    means of which variations in pressure

    in

    different

    horizontal sections, and under

    different conditions

    of flow,

    can

    be observed with the

    greatest

    possible

    accuracy. f'he tank has also fixed to it a recording

    hydraulic gauge, which has

    been

    designed to

    mark

    one, two, four, eight, or

    twenty-four

    revolutions

    in

    a s p ~ c i f i e d time.

    The

    tank discharges

    into

    a water-course

    about

    40 ft. long and 5 ft. wide.

    This

    course may be

    divided up into one, two, or more compartments,

    ea.ch compartme

    nt

    being carefully calibrated, so that

    the

    amount

    of the discharge can be easily estimated.

    At the

    end of the course provision is made for

    inserting

    weirs of various forms

    and

    dimensions.

    Over these

    weirs the

    water

    flows

    into

    la rge

    measuring

    tanks,

    which

    have been

    carefully cali

    brated, and

    each of which has a capacity of

    about

    250 cubic feet. The volume by weight of

    water

    in

    each of these, or

    in

    all these tanks, may be

    observed at a glance

    by

    means of a specially

    designed indicator

    on

    the wall of the labora

    tory.

    Experimental

    work

    under high

    pressure

    up

    to

    150 lb. per

    square inch

    is

    rendered

    possible

    by

    a

    connection with the high-level reservoir of this

    city.

    By

    means

    of a stand-pipe,

    with

    special fittings

    for pipes, nozzles, valves, c., invest igations can

    be

    made

    under any

    pressure from 0 up

    to

    the

    maximum.

    Any

    desired head may be kept per

    fectly constant

    by

    means of a water-pressure regu

    la t

    or

    designed for

    this

    laboratory.

    Pipes

    from

    6 in. in diameter down wards can also be led from

    this stand-pipe for a distance of about

    600ft.,

    so

    that

    experiments

    on

    the

    frictional

    resista

    nce to

    the

    flow of water in pipes can be carried out under

    varying pressures, and on a larger scale than ha'S

    ever before been

    attempted.

    A special feature of

    the

    laboratory is what may

    be called

    an

    hydraulic impact apparalus, designed

    by Professor

    Bovey, and made by Messrs. N

    alder

    Brothers,

    of London.

    With this apparatus

    it is

    possible to determine with a very great degree of

    accuracy the force with which water impinges upon

    surfaces of various forms and sizes as it issues from

    orifices, nozzles, pipes,

    c.

    For

    surface measuring

    this lab

    oratory has also

    been

    provided with a weir

    depthing

    machine

    specia

    lly

    designed

    by

    Professor Bovey, and made

    by

    Messrs. Nalder Brothers.

    The

    laboratory ia

    also

    to

    have a set of pumps specially designed for

    experimental

    work and research. These pumps

    are

    to be

    adapted

    to work

    und

    er all pressures up

    to 120 lb. per square inch,

    and

    at all speeds up

    to

    the highest

    found practicable,

    with

    valves of

    the

    best

    kind

    and

    proportions.

    The

    set is to be

    composed of

    three

    vertical single-acting plunger

    pumps, each of 7 in. diameter

    by

    8 in. stroke,

    and

    driven

    by

    one shaft.

    They are

    to have two

    interchangeable sets of valve chests, one being

    fitted with positive movem

    ent

    valves, and th e

    other

    with small aut >matic valves. In each case

    it

    is to

    be so

    arranged

    that

    both the valves and their

    seats can be easily taken out of

    the

    chests and

    repla

    ced

    by

    others. Th e power of

    the

    experimental

    pump at different speeds,

    and under

    varying

    pressure, will be automatically recorded

    by

    means

    of

    a transmission dynamometer specially made for

    the laboratory by Messrs. Amsler Lafon, of Schaff

    hausen.

    The equipment

    of the laboratory also includes

    a Venturi w a t c r ~ m e t e r water-meters of other

    kinds, gauges and gauge-testers, and, in fact, all the

    apparatus

    necessa

    ry

    for

    the

    scientific investigation

    of the properties of water

    and

    water meters,

    and

    all kinds of hydraulic apparatus.

    This lab

    oratory is fitted also

    with every

    ap

    pliance necessary for testing the efficiency of

    Oeme nt Testing L aborato ry. This laboratory

    is

    completely equipped with

    the

    most perfect appli

    ances for

    cement and mortar

    t

    est

    ing that could be

    obtained. The best examples of testing machines

    are here represented, and,

    in

    addition,

    there

    are

    torsion machines and a hydraulic press specially

    designed for compressive experiments. Arrange

    ments are

    n1ade

    by

    which

    this press

    may be con

    nected with

    the pressure

    circuit

    in the

    main

    laboratory, and thus the whole of

    the

    gauges will

    act as

    checks on each other.

    5. The Dynamo-Room

    contains

    the

    experimental

    dyna1nos;

    these have been

    chosen

    to represent the

    best types in

    general

    use. They comprise a 25-

    kilowatt Edison dynamo, two 12-kilowatt Edison

    dynamos, coupled

    by

    belt for

    illustrating

    the elec

    trical

    method

    of dynamo-testing

    ; they

    are

    also

    used for charging

    the accumulators,

    the one being

    driven

    off the ligh ting

    circuit as

    a mo

    tor, and

    driving

    the other as a dynamo at a

    higher

    voltage. Th ere is

    a

    12-kilowa.tt Mord ey alte

    rnat

    or, made expressly for

    this

    laboratory

    by the Brush Company of London ;

    the armatu re is fixed, and

    the

    coils may be rotated

    about any

    angle, thereby

    enabling two

    or

    three

    currents

    of any

    phase

    difference

    to

    be obtained;

    the

    machine has a special commutator rendering

    it

    self

    exciting. There are besides a 7 kilowatt Victoria

    dynamo, a

    6-kilowatt

    Thomson-H ouston arc-light

    dynamo; a 5-kilowatt Brush arc-light dynamo,

    and

    a 10-kilowatt

    Thomson-H

    ou

    ston

    incandescent

    dynamo.

    All these

    are driven by a

    Macintosh

    and

    Seymo

    ur

    engine

    of 80 horse-power, each

    dynamo being

    driven

    by a magnetic clutch pulley,

    so arranged that by

    making

    and

    breaking

    a switch

    the dynamo is started and stopped. There are

    also several

    types of transformers,

    motors, arc

    lamps, c., and a 7 kilowatt motor generator.

    In

    order to

    eliminate personal error, as far as

    possible, in the cement testing laboratory,

    shafting

    has been

    introduced

    for mechanical mixing

    in

    the

    laboratory,

    by

    means of which the

    cement

    will not

    be touched

    by

    the hand until it is placed in

    the

    moulds,

    and

    a

    method

    is now being worked

    out

    by which even

    the

    use of the h

    and may

    be dis

    pensed

    with

    in

    placing

    the material in the

    mould.

    Thus

    the whole of the work will

    be

    done mechani

    cally,

    and

    personal error

    entirely

    eliminated.

    Eighteen copper-lined cisterns have been provided

    for the h.boratory,

    in

    which the

    briquettes

    may

    be submerged for

    any

    number of years, if neces

    sary.

    Im portant tests have already

    been

    carried

    out

    in this laboratory relating

    to

    the strength of Cana

    dian cements, and

    an

    original investigation by the

    s

    tudents

    has

    been

    going

    on as to

    the effect of

    mixing cements

    by water

    at

    temperatures

    varying

    from normal temperature up to 150 deg.

    Naturally,

    great attention

    would be

    paid in

    this

    instituti

    on to the coming science of

    this

    progressive

    age, and

    the

    Electrical Laboratories are, as might

    be expected, very complete.

    l Il

    ectricul Laboratories -

    The

    laboratories con

    nected with the electrical engineering course con

    sist of :

    1.

    The

    Electrical L1boratory. -

    Thi

    s is located

    immediately over the dynamo-room, and tests of

    dynamos may be condu cted

    in

    it. Here are kept

    the standard

    instruments

    employed for calibrating

    the instruments in ordinary use. This laboratory

    is fitted with

    slate

    slabs firmly let

    in t

    o the walls,

    on

    which the more delicate

    instrum

    ents

    are

    placed.

    Current is supplied to all parts of the room for

    experimental purpo

    ses, both from the lighting

    dynamos

    direct

    and also from the accumulators, so

    that current up to a thousand amperes may be

    obtained if necessary. The labora

    to

    ry is fitted

    with a small work-bench for light work.

    The in

    st

    ruments

    in

    this room comprise, amongst

    others, a Thomson galvanometer,

    two

    Thomson

    electric balances, four D'A

    rs

    onval galvanometers,

    two Siemens dynamometers, two Thomson electro

    static voltmeters,

    eight

    Weston ammeters,

    and nine

    Weston vo

    ltmeters,

    of various ranges ; an Ever

    stee

    d ohmmeter, two

    sets

    of resistance coils,

    English Post Office pattern ;

    an Ayrton

    secohm

    meter, several Na

    lder

    ammeters and voltmeters of

    different ranges, two standard ohms, standard

    cells, c.

    2. The Magnetic Laboratory

    is situated

    at a

    distance from the dynamo-room, and contains

    magnetic

    apparatus

    us

    ed in the lab

    oratory course

    on magnetism

    and

    in

    tests

    of dynamos. The

    galvanometers are connected by wires with the

    dynamo-room, so that observations can

    be

    made

    which wo

    uld

    be difficult in the

    neighb

    o

    urhood

    of

    the dynamos. The apparatus consists of a ballistic

    galvanometer ; a magnetic curve-

    tracer

    - Ewing 's

    in which the magnetic curves are

    exhibited on

    a

    large scale for illustration to

    the st

    udents and for

    investigation.

    There are

    also several pieces of

    apparatus

    made in the workshops, such as Hop

    kins

    on's yoke, traction

    apparatus,

    c., for illus

    trating the

    magnetic laws

    in

    every

    variety

    of way.

    Current is laid

    on

    to

    this lab

    oratory from the

    accumulators, so that a steady current

    may

    be

    available for delicate tests.

    3.

    The

    Photometer R oom.-Here

    tests

    are made

    6.

    The Lighting Station is

    in

    every

    respect

    typical

    of the best li:nglish and

    American

    practice.

    There

    are

    two dynamos-a 20-kilowatt Si

    eme ns

    and a 3

    kilowatt Edison-Hopkinson; each is driven direct

    by a Willans engine running at 450

    rev

    o

    lutions per

    minute

    ; these engines are each double-tandem

    compound single-acting ;

    the

    stnooth running is

    largely due to an e

    lastic

    cushion of compressed

    air

    that

    acts as a buffer at the end of each

    stroke ; as

    the

    engines are single-acting,

    there

    is

    no knocking whatever, however loose the brasses

    may be.

    Each

    engine and

    dynamo, of 600 lig

    hts

    capacity,

    takes

    up a space of

    about

    8 ft.

    by

    4

    ft.

    6

    in.

    The switchboard was n1ade

    in the

    college work

    shops.

    Thom

    son- Hou

    sto

    n d ouble-po

    le

    switches

    are

    u s ~ d , also

    English

    double- thr ow sw

    itch

    es

    and

    Weston instruments. The

    lighting

    system is the

    three-wire,

    but the

    coupling up is so

    arranged

    that

    one dynamo

    can

    run

    half

    the lights

    on

    the two

    wire system; then,

    when

    the

    load is increased, the

    second dynamo

    is

    switched

    in

    series and the lights

    run three-wire.

    On_e v ~ l t m e t e r serves to give the voltage on all

    the

    c ~ r c u 1 ~ s

    ;

    and o ~ e

    a_

    mmeter al

    so is only r

    eq

    uired

    for n1ne different cucu1ts; the current is measured

    by the fall of potential method, and

    the

    different

    leads

    are

    all

    connected to

    the

    same instrument

    by

    means of a sliding switch.

    A Neville sa.fety cut-out is used

    in

    charging the

    u m u l a ~ r s ?

    s_o that

    when

    t?e voltage falls too

    low the cucu1t 1s broke

    n,

    but

    IS remade

    automatic

    ally

    when

    the

    voltage rises again.

    7.

    The

    Accumulato

    r-Room contains

    Crompton

    H ow.ell storage-cells, of a t o

    tal

    capacity of 800

    ampere-hours.

    Mathematical Lab01at01y

    The course

    in

    mathe

    matics (which includes kinematics and dynamics) is

    conducted from the outset with special reference to

    the ueeds of students

    in

    applied science. Much

    time is given to practice

    in

    the use of mathematical

    t a b l e ~ , pa.rti?ular

    attenti

    on being paid to the

    solutwn

    of

    ~ r t a n g e s ,

    the_

    racing

    of curves, graphical

    representatiOn ot functiOns, the reduction of ob

    s e r v a : t i o ~

    methods of approximation, sources and

    r e l _ a ~ v 1mpo

    rtanc

    e of error s, c.

    The lab

    o

    ratory

    a ~ J O i n m g

    the

    l e ~ t u r e - r o is liber

    n lly

    supplied

    w1th apparatus w1th which

    the

    student learns to

    m

    ake

    mea

    surements

    of time,

    ma

    ss distance ac

    celeration, and other quant

    ities d e ~ l t with

    the

    lectures, as well as

    to verify

    the fundamental laws

    of mechanics,

    and

    to investigate various mathemati

    c ~ l

    and

    dynamical constants.

    Sp

    ec

    ial

    attention

    is

    d L r ~ c t e d

    the

    genera

    l

    principles underlyin

    g

    the

    ordmary

    Instruments of precision which

    are

    used in

    physics, the simpler forms of these instruments

    being put

    into

    the

    hands

    of the student at

    an

    early

  • 7/23/2019 Engineering Vol 56 1893-08-25

    3/34

    peri

    od

    in

    hi

    s course.

    Th

    e

    experiments

    are

    in

    almost all cases quantitative,

    and

    t

    he

    lea

    rn

    er is en

    co

    ur

    aged

    to attain the

    g r e a . t possible

    pr

    ecisi

    n

    which

    the natur

    e of the

    ex

    penments and the ln

    struments available ad

    mit

    of.

    Among

    the

    more important articles in the l

    abo

    ra

    tory may be ment ioned :

    F or

    the

    measureme

    nt

    of tim e : Clock

    with

    seconds pendulum

    and

    el

    ect

    rical a

    ttac

    hm

    en ts,

    two water-clocks, chronographs, stop-watch.

    F or

    the

    measurement of distan ce : Scales of

    various kinds, screw micromete

    rs,

    ve

    rnier

    calipers ,

    c3.thetometer, read ing microscopes.

    F or

    the

    measurement of mass :

    Six

    chemical

    balances with which masses

    up

    to 10 lb. can

    be

    de termined with

    the

    greatest possible accuracy,

    also spring balances.

    F or

    ex

    perime

    uts

    on r

    ect

    ilinear motion : Two

    Atwood machines, Mo

    rin

    mac

    hin

    e,

    in

    c

    lined

    plane.

    For

    experiments on circular m

    otion:

    Whirling

    tabl

    e with various

    attac

    hments.

    Miscellaneous : P e

    ndulums

    (simple a

    nd

    com

    pound), appar

    atus

    of various

    kinds

    for

    in

    vestigat

    ing

    ha

    rmonic motion, torsion balance with reading

    tele

    scope, gyroscope, M

    ax

    we

    ll

    's dynamical t op,

    impact

    a p p a

    mechanical powers, &c.,

    bar

    o-

    met

    ers, thermometers, ai r

    pum

    ps , specific gravity

    balances,

    hydr

    ometera, planimeters, calculating

    machine, geometrical models,

    fl

    asks, grad

    \lated

    vessels, &

    c.

    Next to the

    m

    at

    hematical

    lab

    o

    rato

    ry

    comes

    the

    geodetic laboratory.

    eodetic Labmatory. While th i

    s labo

    ra t

    o

    ry

    is

    prim

    arily designed for

    the

    investi

    gat

    ion of appa

    ratu

    s used in geodetic and surveying operations, it

    also affords the means of

    pr

    oducing standa

    rd

    s of

    l

    ength

    and

    of gradua ting circles.

    The

    labor

    ato

    ry

    is double-walled, a

    nd

    the inn

    er

    wall, which is of brick, contains an

    air

    space.

    In

    the b ~ s e m e n t

    there

    is

    an

    air -chamber, from which

    hot or cold a

    ir

    may

    be

    supplied to

    the

    work room

    by

    a system of pipes.

    The air

    circulation is main

    tain

    ed

    by

    a fan which is

    driven by

    an electro-motor

    at any

    required

    speed.

    'Vh

    en

    the

    desired tem

    perature is reached, all openings

    are

    closed, a

    nd

    a practically uniform t e

    rn

    perature held for

    many

    hour

    s.

    The

    r u m e n eq

    uipm

    ent

    consists of :

    1.

    A comparator,

    for the

    inv es

    tigati

    on of

    standards

    of l

    engt

    h

    up

    to

    40

    in. The standard

    bar

    is of steel.

    2.

    In

    connection with

    the

    laboratory,

    but

    n

    ot in

    t

    hi

    s room, t

    her

    e is also a 50-f

    t.

    com

    parator

    and

    uni

    t of

    length,

    for

    the

    comparison of steel bands,

    chains, &c.

    3. A circular dividing engine, designed especially

    with

    a view t o

    the

    inv

    es t

    i

    gati

    on of existing circles.

    The

    gradu

    ated

    circle is 30 in.

    in diamet

    er.

    Th

    e

    se

    three

    i

    nstruments

    were constructed

    under

    the

    supervision of

    Pr

    ofessor W. A. R ogers.

    4. A

    linear di

    vid ing engine which gives a

    cr

    oss

    stroke

    of 6 in .,

    and

    gr

    aduates

    up

    to

    42 in.

    The

    s

    cr

    ew,

    nu

    t,

    an

    d bearings of th is

    instrument are

    also

    by Roger

    s.

    5. A portable Bessel's reversible pendulum, for

    the determination of gravity.

    6.

    An

    astronomical clock,

    break

    circuit chrono

    meter,

    and chr

    onograph.

    7.

    Le

    ve

    l-tri

    ers, end-measuring gauges,

    an

    d

    minor

    in

    s

    truments.

    The

    eq

    uipm

    ent

    of geodetic

    and

    surveying

    in

    s

    tr u

    men

    ts for

    th e use of st

    udents

    consi

    sts

    of t

    ran

    s

    it

    s

    and

    transit theodolites of va

    ri

    o

    us

    fo

    rms

    , levels

    of

    the Dum

    py,

    Wy

    e,

    and

    precision type, sexta

    nts

    for mar

    in

    e, sounding, and

    land

    wo

    rk;

    plane table

    of English

    and

    American forms ; surveyors' and

    pirometic compasses ;

    current

    m

    ete

    rs ;

    an

    alt

    azimuth

    for triangul

    ation wo

    rk

    ; a zenith

    tele

    scope

    and

    astronomical

    tran

    sits

    ; amongst

    the latter

    sh

    ould be specia

    lly

    me

    ntioned the

    l

    argest

    in

    s

    tru

    ment.

    t is of

    the

    most rec

    ent

    desi

    gn

    of

    the

    Ru ss

    ian

    or

    broken te

    lescope

    tripl

    e

    pattern,

    is

    adapted

    for lat itude work a ze

    nith

    telescope ,

    and

    has a clear

    apertu

    re of 3 1n.

    In

    connection with th e fie

    ld

    astronomical

    ou t

    fit

    there

    is a

    break

    -cu

    rr

    ent

    ch r

    onometer,

    and

    a

    chr

    on

    og

    raph.

    There are

    also hand-levels, chains,

    s teel bands, tapes,

    bar

    ometers, pedometers,

    and

    ot

    her

    usual

    minor

    i

    nstrum

    e

    nts

    requir

    ed for t

    he

    work.

    Th

    is

    de

    scription may be fittingly clos

    ed with

    a

    refe

    ren

    ce to

    the mu

    seum.

    Mus

    et

    m. e

    engineering museum occupie3

    the

    whole of

    the

    top floor, and embraces

    an area

    of

    about

    10,000 square feet.

    The

    most notable fea t

    ur

    e

    E N G I N E E R I N

    G.

    in this

    r

    oo

    m is a

    sp

    lendid

    and uni

    q

    ue

    co

    ll

    ection of

    models,

    known

    as

    th

    e R eul

    eaux

    kinematic collec

    tion. H ere alm

    ost

    eve

    ry

    conceivable form of

    mechanical

    movement

    is

    repr

    esented,

    and th

    e ex

    cellency of w

    orkmanship and be

    a

    uty

    of design

    are

    due especially to th e fact that Profess?r u l ~ a u x

    so well known all over the world, h1mseli k1ndly

    supervised

    th

    e formation of t

    he

    different sets.

    Pr

    ofessor R e

    ul

    eaux, of

    th

    e B e

    rlin

    P olytechnic, is

    so well

    kn ow

    n bo

    th

    in

    Eu r

    ope

    and Ameri

    ca,

    that

    mor

    e

    than

    a passing

    ref

    erence t o him need n

    ot her

    e

    be mad e. H e ha.s devoted his life

    to the

    elabora

    tion

    of a new science, viz

    ., th

    at of

    applied kin

    e

    matics, or mechanism.

    This

    science was defin

    ed by

    the

    great physicist, Amp ere,

    and

    put

    in correct

    place

    as

    one of the exact sciences

    in

    his " Essai sur

    la Philosophie des Sciences," 1830.

    Len pold, Monge, Carnot, Le.ng, Conolis,

    and

    Poncel

    et spent

    conside

    ra

    ble

    thou

    g

    ht

    .

    on the

    subj e

    ct;

    while Willis, of Cambridge, devoted a large t reatise,

    bea

    rin

    g

    the mark

    of careful

    and

    ea

    rn est

    inve

    stig

    a

    tion,

    to the

    classification of mechanisms.

    Re

    ul

    eaux by hi

    s epoch-making work,

    "Kine

    matic

    s," re

    volutionised the science a

    nd introdu

    ced

    a sple

    ndid orde

    rliness where befo

    re nothing

    but

    confusion

    ha

    d reigned. He was

    the

    first

    t pro

    du

    ce new mechanisms

    fr

    om old ones by reference

    to

    t he

    meth

    od of

    hi

    s scientific

    inquiry

    alone ;

    and

    he

    al

    o

    ne

    was

    enabled

    by

    mean

    s

    of

    his new method

    to furnish the

    means of

    produ

    cing

    any required

    k

    ind

    of motion;

    thus

    ridding

    the

    subj

    ect

    of

    the

    cha.rge of

    emp iri cism

    and

    enabling

    it

    to

    deserve

    the

    name of

    sc1

    ence.

    The

    magnificent collection in this museum is the

    em

    b

    odiment

    of

    Reu

    l

    ea

    ux' new science ;

    it

    is

    not

    a

    mere large collection of well-known mechanical

    movements; it is the exemplificat ion of the evolu

    tion of lower a

    nd

    higher mechanisms

    fr

    om

    their

    e

    lement

    s,

    in

    the

    same way as chemical compounds

    are

    sh

    ow

    n

    to

    be

    built

    up

    fr

    om

    their

    cons

    tituent

    simple molecules.

    Th

    e collection

    em

    braces certain models which

    have

    never

    befo

    re

    been made ; for example,

    the

    globoids-most

    in

    genio

    us

    in

    con

    s

    truction

    and of

    great theoretical

    value; an

    d

    the

    cycloids, which

    are t

    ot

    ally new. Aga

    in

    , the collection includes

    models for s

    in

    o

    id

    and other m

    ot

    ions , th e

    showing,

    step by

    ste

    p,

    a

    ll the

    prope

    rtie

    s of curvi

    lin

    ea

    r movements ; models illus

    trating parall

    el

    m

    ot

    ions

    and

    rectilinear motions. Also models

    illust

    rating

    cyc

    li

    c rope transmission,

    pendulum

    movements, &c.

    Besides th is kinematic collectio

    n, there are

    also

    trus

    ses of different types, illust

    rating

    the manner

    in

    which different loads

    strai

    n

    the

    several

    m e m b ~ r s

    of a truss. This method of illust ration was first

    adop

    te

    d

    in this

    universi

    ty

    in

    the

    year

    1879.

    The

    comparative magni

    tudes

    of t he stresses

    are

    est

    i-

    m

    ate

    d

    by

    means of

    spring

    scales

    intr

    oduced in

    the

    different members of

    the

    t

    ru

    ss.

    Sect

    ional models

    of engines, locomotives, &c., showing

    the

    working

    parts,

    are

    also to

    be

    fo

    und

    here,

    togethe

    r

    with

    a

    co

    ll

    ect ion of cable specimens

    fr

    om leading manu

    facturers in

    Europe

    and America.

    An ecortomic collection is also be

    in

    g formed,

    and

    al ready embraces many mate rials of construction

    and materi

    als

    emp

    loyed

    in

    the

    a

    rt

    s, of

    great

    value

    and

    in t

    e

    re

    st.

    Th

    e museum

    contai

    ns a splendi d

    collection of working

    mining

    models, illu

    strating

    the

    diffe

    rent

    methods of mining,

    both in

    this

    co

    untry and in

    Europe.

    The student

    is ta ught

    in addition to theory

    a

    certain amount

    of dexterity, a

    nd this brin

    gs

    the

    vi

    sitor

    to

    the workshops.

    Workshops.

    The

    worksho

    ps

    erected on the

    Thomas Workman En dowment have a floor area of

    more t han 25,000

    squa

    re feet.

    The

    practical

    in

    s

    truction in th

    e wo

    rk

    shop.

    C

    is solely designed

    to

    give

    the student

    some knowledge of

    the nature

    of

    the

    materials of construction,

    to

    f

    am

    iliari se

    him with

    the

    mo

    re

    imp o

    rtant

    ha

    nd and ma

    c

    hine

    to

    ols, and

    to

    give

    him

    some

    manual

    skill

    in

    the use of the same. For

    th i

    s purpose,

    the

    student, during

    a speci

    ed numb

    er of

    hour

    s per

    week, will work in t

    he

    shops under

    th

    e direct

    superinte

    nd

    ence of the Professor of Mechanical

    Engineering,

    aided

    by

    skilled mechanics.

    Th

    e

    cour

    ses commence

    with

    g

    raded

    exercises

    and

    gradua

    lly lead

    up

    to

    the makin

    g of

    joint

    s, mem

    bers of s

    tructures,

    fr

    ames, &c., finally conc

    luding

    in

    the

    ir

    on-working depa

    rtm

    e

    n t with

    the manufac

    ture

    of t oo ls,

    parts

    of

    h ~ n e s and, if

    possible

    with th e

    building

    of compl

    ete

    machines. '

    The

    eq

    uipment includes the following :

    In

    the Carpenter, 'vVood-turning, a l d

    Pattern-

    -

    making

    Departments

    : Ca

    rpenters

    '

    and pattern

    makers'

    benches wood-

    lathes,

    a large

    pattern

    m

    ake

    r

    's

    l

    athe c ~ c u l a r - s a w

    benches,

    jig and

    b

    and

    saw s,

    b u z z - p ~ n e r

    wood-borer,

    uni

    ve

    rsal

    wood-

    work

    er,

    &c. .

    In the Machine Shop

    :

    Th

    e

    ~ o s t 1 ~ p r o ~ e d

    engine l

    athes,

    a 36-in.

    moder

    n uprtgh t dnll,

    w ~ t h

    compo

    und

    table,

    uni

    versal milling n1achine, w1th

    vertical milling

    attachm

    e

    nt, hand

    lath

    es,

    planer,

    universal g

    rtnding

    mac

    hine, uni

    vers

    al cutter

    ream er gri n

    de

    r, a 16-in.

    pa t

    e

    nt

    s

    haper, VlCe-

    ben ches, &c.

    In

    th e

    Smith

    Shop : F orges, vices,

    hand-drill,

    and a power

    hamm

    er.

    In

    t he

    Found

    ry : A cupola for melting iro

    n,

    brass furnace, moulders' benches, &c.

    Th e machinery in t he shops is

    driv

    en by a 50

    indic

    ated

    ho

    rs

    e-power compound e

    ng

    ine

    and

    a

    10

    indicated

    horse-power high-speed engine.

    BILBAO

    HARBOUR WORKS

    .

    AMoNG

    the most

    interesting

    civil

    engineering

    ex

    hibits in the

    French Section

    of

    the

    Tr

    anspo

    rta

    ti

    on Building of

    the

    Columbian E x

    po

    sition, is that

    of MM. Coiseau, Couvreux, and Allard, the well

    known

    Fren

    ch co

    nt r

    actors, illust

    ratin

    g

    the

    plant

    employed

    in

    the construction

    of

    the Bilbao

    H a

    rb

    our

    Works.

    In

    the

    following

    artic

    le we

    de

    sc

    rib

    some

    of

    the methods

    followed,

    and

    specia

    lly

    s

    hown in

    the

    ex

    hibit at

    Chicago.

    The town

    of

    Bi

    lbao is the capital of t he Basque

    Provinces,

    and one

    of the most

    important trading

    and industr

    ial

    centres

    of

    ~ { > a i n . t

    is

    situated on

    theNervion River,

    about

    kilometres (7.7 miles)

    fr

    om its mouth, which opens out in to

    the

    deep

    and

    narrow Gulf of Gasc

    og

    ne.

    Up

    till r

    ecent years

    t

    her

    e

    has been

    no

    h

    arbour

    at

    Bilba

    o, t

    he

    s

    hip

    s

    trading

    there

    having

    to

    be

    of suffici

    ently

    small

    draught to

    allow

    them to

    ascend

    the

    shallow a

    nd

    winding

    ri

    ver,

    t he

    banks

    of which

    are

    covered with

    the nu m

    e

    rous

    factories, foundries,

    and

    s

    teel

    works characteristic

    of

    the

    district.

    t wa

    s in 1878 that

    it

    was first

    pr

    o

    po

    s

    ed

    to

    impr

    ove

    the

    access

    to

    the t own. At

    that

    date the trade

    of

    the port

    was 1, 340,000 tons

    per an num, which was

    incr

    eased to upwards of

    2,000,000

    tons in

    1879,

    and

    is now 4

    ,5

    00,000

    tons

    per an num

    . Of

    this

    t

    ot

    al, 750,000 t

    on

    s r

    ep

    resent

    imports and

    750,000

    ton

    s

    exp

    o

    rts.

    As

    in the

    case of

    other Spanish po

    r ts, Bilbao is

    under the di r

    e

    ct

    control of a local

    junta,

    which,

    however, is s

    ubject

    to a

    genera

    l supervision

    by

    the

    State authori

    ties. These lat

    ter

    at times cont

    ribut

    e

    small amounts

    to

    the expenses of the works,

    but

    in

    general

    the

    junta has to

    provide

    all the neces

    sary funds. This it does by

    appr

    opriat ions

    fr

    om the

    tonn

    age dues.

    Up ti l l1

    878

    the ri

    ver wo

    und

    t

    hrough its

    valley

    having a

    lternat

    e reaches of sha

    ll

    ow

    and

    d

    eep

    water,

    the

    shoals r

    endering

    it impossible

    for boats draw

    ing m

    ore th an

    10ft. to 12 ft. of

    water to

    ascend

    it.

    The mouth, protected

    by quays, viz.,

    one

    bef

    ore

    Portug

    alate and

    the

    other

    opposite

    Las

    Arene:Ls

    spaced

    about

    160 metres (525

    ft.) apart,

    was

    obstr

    ucted by a ba

    r,

    the

    depth

    over which did

    n

    ot

    exceed 1 m

    etre

    at

    low

    wate

    r s

    prin

    g tides.

    The

    sa

    n

    ds

    fo

    rming

    this

    bar

    came

    to

    a very

    slight

    deg

    ree

    from

    th

    e

    upper part

    of t he

    riv

    er, b

    ut mainly

    from

    the

    shore

    of

    Las Arenas,

    though a

    li

    t tl e also is

    carried over

    fr

    om Algorta, which is

    si

    tu ate

    d

    on the

    ri

    ght -

    hand sh

    o

    re

    of

    the

    bay.

    The sea currents

    were

    continu

    ous

    ly

    transporting sand from the

    Las

    Arenas s

    hore

    in a direction fr om

    east to

    w

    est

    though the waves raised

    by

    the north-we

    st e

    rly

    gales

    and by

    the

    ebb tide

    had a

    cont

    r

    ary

    tendency .

    After

    a careful

    study

    of

    thes

    e

    peculiar

    ities

    and

    a

    st udy

    of

    o l ~ charts, Iy f

    de

    Churruca, the

    engi

    n

    eer to the

    JUnta, dec1ded that

    the deposits

    of

    s

    and

    on

    the bar

    were

    not

    large, a

    nd

    that

    they

    arose

    from the

    erosion of

    the right-hand beach

    of the bay,

    and

    that

    this

    could

    be checked by

    s

    uita ble mean

    s.

    Before

    the commence1nent

    of

    the

    works, the

    chann

    el cut by the

    ri

    ver thr

    oua

    h

    the bar

    was about_ 200

    metres

    wid e, t

    he depth,

    a_ready

    t e d ~

    be1ng 1 metre at low water s

    pring

    t1des.

    The

    dr1ft of

    the sand

    caused

    this

    chan nel

    to

    move

    in

    a wes

    twardly direction

    .

    M.

    de

    Ohur

    ruca

    accordingly

    determined

    t

    hat

    it was

    e c e ~ s a

    to

    fix

    permanently the

    wester

    n

    boundary

    of

    th

    is

    c

    hannel, and

    at th e

    same

    t ime

    to ch

    eck the drift

    du

    e to the

    north

    -west gales

    by prol

    o

    nging

    the

    mo

    le on

    the left bank. He thus h

    ope

    d to

    get

    a

    ch

    annel

    having at least 3

    metres

    depth of

    water

    at

    low water spring t

    id

    es, and pose

    ib

    1y as much as 3

  • 7/23/2019 Engineering Vol 56 1893-08-25

    4/34

    E

    N

    G I N E t R I N

    G.

    :

    no

    n o =

    TXL

    a

    t I

    c >

    0 f?i?z

    PLAN AND SECTION OF BILBAO

    HARBOUR

    WORKS.

    N

    I

    - -

    E

    .,

    B 1

    4

    J

    0

    '

    '

    metres when the regulat.ing works on the upper

    reaches of the river were completed. It was de

    cided

    to

    carry out

    these recommendations, and

    the

    Portugalate mo

    le

    was accordingly constructed.

    This mole is 800 metres (2625 ft.) long. and extends

    up to a

    depth

    of metres (21f t. )beyond

    the

    extreme

    edge of

    the outerslope

    of

    the

    bar.

    I t

    is

    built

    on a

    curve of 3000 met1es (9850 ft.) radius, the concavity

    being

    turned

    towards

    the

    channel.

    The

    base

    ?f

    mole

    is

    a rubble

    mound

    formed of bloc ks we1ghing

    1

    ton as

    a minimum.

    Through

    this,

    for

    570

    metres

    of the total length, screw pi les are sunk, on which

    is fixed an iron platform, the upper surface of

    which is 71

    metres

    above low water. Betw:een

    these

    piles, from the top of the mound to a he1ght

    of 4.2 metres above low water, the mole is made up

    of a concrete monolith, intended to guide

    the

    flow

    and

    ebb currents

    in the

    desired direction. For

    a further distance of 30 metres the concrete is

    carried up to

    the

    lower surface of the iron plat

    form.

    For the

    remaining 200 met res this method of

    construction could not be adopted, the sea being

    too strong.

    The

    mound in this case

    is

    protected

    by 30-ton concrete blocks. ts upper is

    levelled off with a layer of concrete metre (19. 9 1n.)

    thick on which rests the superstructure of

    the

    mole.' This is from 10 to 8

    metres

    wide at the

    bottom.

    t

    is faced

    with

    blocks of

    Portland

    cement having 5.60 cubic ID:etres capacity. The

    filling is of concrete moulded 1n place. On

    the

    sea

    face

    the

    superstructure

    is

    carried

    up

    as a shelter

    wa ll 3 metres hi h by 3 metres thick,

    and

    above

    this again comes

    5

    a parapet 1

    metre

    high.

    These works were finished

    in

    1890, and

    the

    FIG. 1.

    GENERAL PL A f

    OF

    OUTER HARBOU

    R.

    . .

    I :

    I

    FIG.

    2. SECTION OF

    BRE.A.KW

    ATER.

    river was also regulated and trained, cuts being

    made through certain bends, and a good waterway

    dredged through

    the

    various shoals. The result of

    these operations has exceeded expectations, and

    ships drawing

    20ft.

    to

    22ft.

    are able to enter

    at

    high tide, where formerly boats drawing only 12ft.

    to 13ft. dare

    not ri

    sk

    the entry. Th

    e cost of

    the

    works

    wa

    s about 16,000,000 francs.

    In

    spite

    of

    the

    fine results

    thus

    obtained,

    the

    entrance

    to

    the

    river was always difficult during

    the

    presence of nor th-westerly gales, and ships

    were often obliged to take refuge in other ports. t

    was accordingly decided to con

    st

    ruct a deep-water

    harbour in the

    bay, capable of receiving

    the lar

    gest

    ships.

    s

    shown in Fig. 1, the bay is well adapted

    for a work of this kind. The depth of water is

    great a

    nd

    regular,

    the

    10-metre line passing near

    the

    shores

    and near the

    mo

    uth

    of

    the

    riv er.

    The

    anchorage is also excellent, the bottom being sand.

    The works are now

    in

    progress, and consist of two

    breakwaters, one 1450

    metres

    (4760

    ft.)

    long, which

    reaches

    out

    from

    the

    l

    eft

    shore of

    the bay

    at a

    point about 2600 metres (1. 6 miles) from Portu-

    galate. The other reaches out from the right

    bank

    at Begofia

    Point,

    and will be 1072

    metres

    (3516 ft.) long. Between the ends of these two

    breakwaters is

    the

    entrance to

    the

    harbour, which

    is 640

    metres

    (2100 ft. ) wide, and

    is

    perpen

    dicular

    to

    the

    direction of

    the

    prevalent

    winds.

    On the shore inside these breakwaters, quays are to

    be constructed, which will be well provided with

    railway lin es, and at which large ships will be

    ab

    le

    to load or unload in all weathers and

    at

    all states

    of the tide. The total area of

    the

    harbour will be

    about 287 hectares (700 acres), over 200 of which the

    .

    - -

    -

    I

    .

    depth will range between 5 to 15 metres above low

    watersprin g tides. The construction of these break

    waters

    is

    clearly shown in Fig. 2.

    The

    foundation is

    formed of a

    rubble mo

    und up

    to a depth of 6 metres

    (19.7 ft.) below low water. The width of this

    mound is 54 metres at the crest, and the slopes are

    1 to 1. These mounds are built of three different

    classes of material. The core consists of blocks

    havi

    ng

    a minimum weight of 20 kilos. (44 lb.).

    This core is covered with stones weighing

    not

    less

    than 400

    ki

    los. (881 lb.),

    and the outer

    slope is

    formed of blocks weighing not less than 1 ton. The

    top of

    the

    mound is protected by concrete blocks

    measuring from 30 to 50 cubic metres,

    and

    weigh

    ing 60 to 100 tons. The smaller blocks are used

    on the inner side, and the 50-ton blocks on

    the sea side. The voids between these blocks are

    filled

    with

    rubble. The foundation thus formed is

    levelled with a layer of concrete 1 metre thick, on

    which is erected

    the

    superstructure. This up to

    1 metre above low

    water

    to 7 metres above it, is

    formed of concrete blocks weig

    hin

    g 10 tons each,

    and laid so as to break joint. The interior is filled

    with quick-setting cement concrete. The dimen

    sions of this

    part

    of

    the

    superstructu re are 12.2

    metres

    at

    the bottom and 10 metres at the crest.

    From this level there is a shelter wall3 metres high

    and 4 metres thick, crowned by a parapet 1 metres

    thick

    and

    1 me

    tre

    high.

    Both

    shel

    ter

    wall

    and

    parapet are made of cement concrete moulded in

    place. The base of

    the

    super

    st

    ructure is protected

    by a concrete toe, 4 metres broad

    and 2

    metres

    thick.

    The concrete used in the 60 and 100 ton blocks

    has

    the

    following composition : 1 part Portland

  • 7/23/2019 Engineering Vol 56 1893-08-25

    5/34

    I

    f

    E N G I N E E R I N

    G.

    CONTRACTOR

    S

    PL NT

    AT

    THE

    BILBAO

    H

    RBOU

    R WORKS

    -

    - ~

    --

    :=--

    -

    .

    -

    -

    .

    L

    -

    -

    Fro. 5.

    -

    -

    o r

    -

    '

    -

    '

    .

    :::si

    ~

    ' 'k

    ""-l J_l

    0

    0

    10

    JJ

    40

    so

    6(}

    FCfJ .JG

    J600 1/c;.t:s

    3010

    IIJ:

    70

    parties of thi s machine, which differ

    littl

    e, as we see, from

    those

    of the De

    Meri

    ens magneto

    s. ' Ve might

    then

    ve

    found

    imm

    e

    diately

    in

    th

    is mac

    hine

    a s

    ati

    sfactory solut10n

    of

    the

    problem, i f ib

    had

    n

    ot

    shown certain defects of

    some

    imp

    ortan

    ce-v

    iz. ,

    the extended

    f

    or

    m of

    the

    two

    machines,

    together with

    difficulties of electric coupling

    ari sing from

    the sma

    ll

    in

    e

    rtia

    of

    th

    e turning

    parts, and

    above all, th e excessive beating of the armature.

    Self-Exciting AUernator with Core. - \Ve might reme

    dy

    . - - - - . - - - - - . - - - - . . - - - - r - - - - - r - - - - . - ---..----,3600 11 1lh

    Lab

    t ur

    h.

    aclur.

    e

    aooo

    l fJOO

    0 ,. l

    0

    10

    zo

    JO

    4Q

    50

    60

    70

    -

    ------ --

    -------------------

    ------------------

    'U

    t f

    - .

    --

    ....

    - - .. -

    . . - - .

    --- -- .. --

    - .

    --.---- .. - - ----

    -- -

    -- -

    -

    ... ---------- .....

    . .... - - -

    .

    I 416 -

    - -

    ...

    - --- -

    --------------------- --------------- --- ------------

    ---

    _..,..

    r---------- ---.:-:;::::.:-- - ---

    I

    l Fig

    JJ

    .

    I

    I

    I

    I

    I

    I

    I

    I

    I

    I

    I

    I

    I

    I .

    '1 - - - - - - - - -

    -

    -- -

    I

    I

    I

    i

    I

    Ftg 17.

    I

    11

    I

    L.....l

    I

    I

    I

    I

    I

    I

    '

    '

    I

    '

    '

    -

    ----

    .-.----- ----- .

    1------ - ---- -

    ' ' J..

    ~ . . - . . . . . .

    --

    ------- -- -

    - - 0 625 -- ---

    -------

    -

    - r

    ' 1 r . e o .....___ . . . ~ . :

    ,..

    .

    ------------- --- o &EtJ

    -- - ----

    ---

    -

    .........-------- ..

    - .....

    .J

    11J JT. N .

    L 'Eclairage Electrique Company, on

    th

    e

    plans

    of

    ~ I . Labour, their engineer, and underwent, in 1891,

    pro

    longed trials

    at

    the

    Lighthouse E stablishment (F ran ce).

    The

    alternator

    and

    its exciter (Fig. 16) are mounted

    side

    by side, so that their

    two

    shafts

    may

    be coupled and

    driven a i n ~ l e

    pull

    ey ca rri

    ed

    by

    th

    e s haft of

    the

    alter

    na tor

    . ro

    facilitate the throwing in and out

    of gear,

    the

    ehaft

    carries a loose

    pull

    ey

    with

    a

    greas

    e

    cup

    .

    The

    exciter is a. Re chniewsky continuous-current machine,

    excited in series

    armature

    s

    toothed so as to reduce

    to

    a minimum the magnetic resistance of the ~ a p and

    consequently the cost of exciting, and of wb10h the

    ele

    ct

    ro-magnets

    are

    built up of sheets in order

    to

    reduce

    to

    a.

    minimum

    the

    Fo ucaulb curr ents

    and the

    s e q u ~ n t

    loss of energy. The Siemens-La bour alternator, sim

    ilar

    in type to the ordi

    nary

    Siemens

    in its

    genera

    l

    a.rranB"e

    ruent

    s, is

    s t i n ~ u i

    h e d

    from

    it

    by

    the

    mann

    er

    in

    whtch

    the armature

    coils

    are

    mounted

    and

    wound.

    These

    are

    made with

    a conducto

    r,

    not

    of

    thin plates, but of

    insulated

    wi r

    es,

    which

    allows

    the number of turns to be

    increased

    and the losses by Foucaulb currents to be diminished.

    reduced

    to

    a. comparatively small value.

    The

    following

    statement includes

    the principal

    data of its construction,

    which designedly

    depart

    s from ordin

    ary

    conditions :

    DATA 01 '

    C o

    NS'I'IWCTION.

    Speed, 800

    revolutions; fr

    equen

    cy

    , 53.33 periods.

    Armature wire of

    1. 8 millime

    tr

    es, 120

    turn

    s

    per

    co

    il;

    re

    sis

    tan

    ce a

    nd se

    lf-induction of one cir

    cuit

    ,

    0.41 ohms and

    0.006 henrys.

    m a ~ n

    t s , wire of 4 millimetres,

    130 turns per eleo tro; reststance, 0.85 ohms. Air gap

    length, 19 millim

    etres;

    sec tion per coil, 73 square ce

    nt i

    metres. Magnetic field, about 1600 c.g.s . Intens

    ity

    of

    exciting current, 10 to 11 amperes.

    Th e indu

    fi

    tri al efficiency, meas

    ur

    ed

    with much

    care,

    determining

    th

    e losses, when un l

    oaded, by

    the aid of

    a.

    st andardised el

    ectric

    motor, has been f

    ound equal to

    61

    per

    ce

    nt.

    at

    a c

    urrent of

    25

    amp

    e

    re

    s

    and

    45 volts (o

    ne

    circuit

    only), and 71.6

    per

    ce

    nt.

    at a current

    of

    50 am

    pe

    re

    s

    and

    45 volts (two cir

    cuits in

    parallel).

    The

    periodic

    curvE'S of

    Fig.

    11,

    and th

    e

    characterist

    ics of

    Fig.

    14

    rela

    tiv

    e to one and t

    \':O

    circuits coupled, exhibit the pro -

    .....

    Ftg78

    ..,.

    t

    "

    ...

    ,..

    -..

    SA ..

    ;

    ....,..,.. ..

    .

    -..

    :

    .

    f-.

    ...

    s - ~

    I ~

    __

    (tw

    b N

    ~ l

    _ 9

    b

    l l

    4

    ~ 1 {

    .-1-n

    trlfL

    11

    PI

    (n

    nli

    ..

    ff

    911

    ihll i

    lkl l

    lvq j

    ._

    - - - ~

    "

    (J

    p

    N

    S

    f ield f ole.s

    h 9

    re ttc

    S ~ m e n t s of Armowre,

    without difficulty the greater part of these defects, but it

    has been pr efe

    rr

    ed to attempt, for comparison, another

    type of al ternator

    with

    a core to the

    armatu

    re, which en

    ables such self -indu

    ct

    ion

    to

    be

    obtai

    ned as may be desired,

    and

    which,

    owing to

    the employm

    ent

    of

    thin

    iron sheets,

    may

    give a

    better

    efficiency.

    'l

    ' he

    L 'Ec

    lairage

    Electriqu

    e Company

    has

    cons

    tructed

    a new

    machin

    e answering to

    th

    ese requirements, after

    the

    plans

    of

    their

    engineer, M. Labour. This

    alternator

    (Figs. 17 and 17

    b)

    shows a model and form similar to

    those of the Recbniewsky dynamos of the multipolar type.

    But th e armature, in

    the

    form of

    a.

    to

    othed ring, carries a

    winding of a special kind; each coil is, as Fig. 18 shows,

    a kind of flat bobbin formed of concentric

    turns

    wound in

    a number of grooves.

    Thank

    s to

    th i

    s arrangement,

    which is

    quit

    e new for

    al t

    ernators, and \Vbich produces

    i n t i m a ~ e

    m i ~ y

    between

    the

    iron

    .

    and the

    cc;>

    pper

    m each coil, we obtam a greab economy m the exCtting,

    a.t

    the same

    time as

    the

    s

    trong

    reaction of

    the armature

    w h i ~ h is desired.

    The

    .air-gap showing

    no

    sensible

    var1a.t10n,

    and the

    react10n

    of the armature

    coils

  • 7/23/2019 Engineering Vol 56 1893-08-25

    31/34

    taking place ~ sivcly, this

    machine

    produces

    no

    humm

    ing.

    Th

    e electro-magnets and

    th

    e coils of

    th

    e armature are

    etill

    eight in number. T

    he coils

    are coupled in tw o

    circuits, end ing in t h ~ coil c ting rings. The pr

    incipa

    l

    d

    ata

    of

    const

    r

    uctio

    n are given b

    low

    .

    D a t ~ of

    Uorutruction.

    'peed

    , 00 r

    evolutio

    n . Fre

    quency, 53.3 period . Armature wire of

    3.2

    millime tres

    diameter,

    36

    turns per coil ; res

    istance

    of one circuit,

    0.164 ohm ; 72 t

    ee th,

    it . 9

    per

    bobbin. M

    aximum

    in

    du ct ion,

    7280

    c.g.s. Air

    gap,

    2

    .5 millimetre

    s. E l

    ec tro

    magneta, wire of 2. 7 milhmotres in diamete r,

    260

    turn

    per

    electro.

    T

    otal

    r

    esis

    tan

    ce

    , 2 60

    ohms

    .

    Ex

    ci

    ting

    e n t ~ at the 2

    .5-

    am p

    cre

    n t t ~ , I = 3.06 amperes and

    3.77.

    Owing

    to the e

    mpl oymtmt

    of th e toothed

    ring,

    th e

    expe

    n

    se for exci

    ting

    extraord in

    ar

    ily low (24 and 37

    watt

    s). Th e industrial efficienc

    y,

    measured ag in the

    case

    of the pr

    eceding

    r

    eac

    hes th e foll

    owi

    ng

    figuree,

    mu

    ch

    supe

    r

    io

    r to th

    ose

    of

    m a ~ n e t o s : On

    e ci rcuit

    alone,

    efficiton

    cy

    72.2

    per cent.

    Tw o ca

    cui

    ts

    in parall

    el

    at

    50-ampere cu

    rren t

    , 0.4 pe r c nt. ; 2 5 - a m p ~ r e cu rr ent, ob

    tained by the aid of a

    self-inductio

    n coi l, 74

    .5 per

    c ~ n t .

    The s witc

    hboard

    (Fig. 19) used for

    this

    b

    at combina.t

    ion

    i

    r

    emark ably

    drmple,

    especially

    com

    pa r

    ed to

    that

    of

    },ig. 9,

    page

    223

    aHtc.

    \Ve had at nrs t proposed to simp

    lify

    th e manner of e x c i t i n ~

    this

    altern ator by th e aid of a con

    ti nuous

    cu

    rr

    ent circutt,

    wr appe

    d on th e

    same

    armature

    and i n g in a

    commuta.to

    r

    placed at the

    o

    ppo

    site side

    to th

    e alternate

    coll e

    ctor.

    But the

    r

    eac

    tions of th e a

    lt

    er

    na te current on the exciting cur rent caused t his arrange

    ment to be abandoned af ter

    trial

    in

    fa

    vour of a small

    co

    ntinuous

    cu

    rrent exciter placed

    immed

    ia te

    ly

    b

    eside

    th e

    armat

    ure,

    where

    the

    continuous cu

    rre

    nt

    co

    mmutator

    w

    as

    placed.

    Th

    e d imensions of th e machine are

    not

    in thi s

    way

    incr

    eased

    . Th eJ'

    ar

    e ex tr eme ly small compared

    with

    th

    e magnetos of D e

    n s .

    Th e periodic

    cu

    r ves of 12a nd th e charac

    teristics

    of

    Fig. 15 exhibit

    th

    e_ p r o p ~ r t t e s of

    the

    ma chine,

    wh i

    ch, as

    we do not senstbly

    dtff

    er .th ose o.f th e

    pr

    eceding

    macbm

    e. An exce

    lle

    nt

    sta

    bi h

    ty ts obtamed, th e

    cond i

    tion

    of m a ~ i m l ; l ~

    pawer

    is

    r

    ealise

    d, and the

    _i

    n

    te

    nsi ty

    and

    sho

    rt

    o1rou1t

    18

    n

    ot much abov

    e th e

    nor ma

    l

    mtensity.

    \Ve may thus

    co

    nsider hen

    ce

    forward th is machine as

    e q u i v a l e n ~ to tbe

    De

    Meri tens magneto.

    IV -COMPARJSON 01< CON l lNUO

    US

    ANJ)

    ALT.KBNATE

    CU

    RRENTS.

    This

    comparison,

    the eleme nt s

    for whi

    ch have

    been

    furnished in th e

    preceding chapters

    , ho

    uld

    refer at once

    to

    the

    arc, tb o

    optica

    l

    apparatus,

    and th e dynamos.

    1.

    The

    Dynamo1. -T h

    e co

    ntinu

    ous c

    urrent dy n

    amo3 are

    aatiefa.ctory fr om th e point of

    view

    of str ength and sa f

    et

    y.

    They

    show

    great economy in space a nd in co t

    compar

    ed

    to th

    e D e

    :?.l

    eri

    te

    ns mac

    hi n

    es, but

    the

    s t

    eadi

    ness of the

    arc

    haa

    o

    nly bee

    n

    obtai

    n

    ed at the

    cost of a loss of effi

    cienc

    y,

    the e

    ffi

    cie

    ncy at the te rm i

    nal

    s of

    the

    lamp having

    b een reduced to 0.58 or 0.65 ab the 25 and

    50

    currents.

    On

    the

    co

    ntrary, th

    e n

    ew

    a

    lt

    e

    rn

    at o

    rs

    allo

    w

    us

    to prese

    rv

    e th e ad n

    ntag

    es o f

    the

    D e Mc

    ri t

    ens machines

    whil

    e

    costi

    ng a little m

    ore

    than the dynam os, and giving

    elen

    tr i

    cal efficien

    cies

    of 74 and

    ,0

    pe r cent. at the two

    c

    urrents considered.

    I t i th

    ese

    machi ne ,

    then

    which

    a p ~ a r

    at

    p r ~ e n t l i ~ e l y to take

    the

    place of

    't he

    D e

    M e

    ri tens machme

    Without

    any

    change

    10 the

    r

    emainder

    of th P ser vice.

    But i t is nob to be forgotten that all the pos ible ad

    vantage

    obta

    inable co

    nt

    inuous c:

    urrent d

    ynamos

    h

    as

    n

    ot

    y

    et been obtamed,

    a

    nd

    that

    by a. su itable

    corn

    p_ounding

    we

    .might probablr r

    ealise

    a s.tability and effi

    cte

    ncy supenor to those htthcrto obtatnE:d with these

    machine

    ..

    .

    2. The A

    rc. -In spite

    of the

    ingenious

    oleno

    id

    of

    }.ll . Sautter,

    HarM,

    and Co., and the employment of

    the

    rh eost

    at, th e

    continuous C'u

    rrent

    with

    the posith e

    ca

    r

    bo

    n below reD: ains

    in

    fe

    rior in

    r

    eg u

    l

    ar i

    ty to

    the

    alternate

    cu

    r_e

    nt ar

    c.

    ma

    y

    be fr

    om o w i ~ g

    Tabl e

    ,

    whtch sums up m a. compart

    so

    n the var1at1on3 10 illumi

    na tion of th e ra.y

    ob

    erved in the exper iment of the ce n

    tral

    Variations

    in

    Ar

    c L ights.

    I

    Apparatus.

    Cu

    rrent.

    Relatire \"a.iations of the Luminous

    Powe

    r.

    With Cu r With

    Cu

    r- With Cur-

    l

    reot

    ot

    r

    ent ot

    I e

    nt ot

    100

    25 Amp r

    ee

    .

    1

    30

    Amperes.

    . ~ - c - 1 - a

    type, 1892 Al ternate

    Ditto Contlnuous

    per cent.

    30to36

    112

    pe r cent.

    4 to 50

    166

    per

    ce

    nt.

    50 to

    70

    1 7

    Thia

    inferi

    ority

    e

    especially

    importantwith feux-oolairs

    in whi ch th e lamp turn s with the apparatus

    and

    it

    i

    consequently

    n

    ece

    ary

    that the

    figure ' hou

    ld bo

    a

    sy mmetrical a

    po

    iblo in order

    th

    at suoce ivo flash

    may

    be

    of equal

    powe

    r. The arc with positive carbon

    uppermost would gtve in thi

    respe C:

    u cels. per Watt.

    J; c

    - - - ------- -

    - - - - - - - - - - - - -

    26 63

    60 65

    100 50

    I

    650,000

    1,000,000

    1

    ,3oo,ooo

    I

    45 , 1,200,000 1120 1 85

    45

    1,8

    00.000 40 1.80

    45 2,300,000 512

    1.

    76

    -

    ' Vith equal efficiency

    alternate cu

    rrents offer, teeid-,

    a. greate

    r facility for

    distributing the

    light below th e

    ho

    ri z

    on by the

    use

    of th e bi-focal form, and they p e r m i ~

    the o y m e ~ t of a smaller a.nd

    more

    ymmetrical appa

    ratus

    than

    doe

    the

    conti

    n

    uous cture

    nt

    Also in

    view of the entirely

    satis

    factory

    r e ~ u l t a

    fur

    n i.

    bed by n a t e

    currPntA, and the r

    emarkable ad l

    an

    tages shown

    by

    th e D e M er it ens machin or altematon

    end owed with similar pr

    op c

    r

    ti

    , th e French

    lightbou

    o

    senice

    has

    n

    ot

    thought

    w

    11

    to

    go

    on w1th

    the

    u e

    of

    con

    ti

    n

    uous cu rr

    ents a t pr

    ent in ~ h e

    o

    ew optical apparatu

    .

    This

    path

    i , n

    eve

    rt hel

    e s, open

    to th e

    in1tiativc of manu

    Th

    ese

    figures

    are, as we

    sa

    id

    a.bov(\,

    only the

    a

    nd

    not the abso)ute

    valu

    es.

    means, facturers.

    4.

    Efficicn

    cy.-

    The preceding

    Table

    gives the effie;iency

    measured

    at th e lamp- th a t is to say, th e number of

    bees

    per elect

    ri

    c watt

    consumed by it.

    To have

    the definite

    efficienc y - that

    is

    to sa

    y,

    the number of

    bees

    pe

    r watt of

    R ESUME AND

    C O N C L t i ~ I O ~

    T o

    summarise,

    in this in

    vestigation

    I hnve analysed

    th e different

    conditions necessary

    to

    the

    ucces ful ope

    ra

    tion of an elec tr ic l igbthouao with co ntinuous or alternate

    -

    ,

    /

    ,

    I

    I

    \

    \

    I

    I

    I

    J .J J

    I

    ~

    o l v

    1

    6 Jin

    I

    1

    l S t /

    1

    rv

    r

    -----

    m p e r t m t l ~ r

    ~

    J

    r ~ ) t ' " ~ 7 ~ ;

    I

    [

    mpcrcmtltr

    r

    ...,

    r

    '1

    n tinu

    ous cu

    rr

    ent

    the same

    WAr

    w1th

    the alternate c ~ ~ r e n t , . it would

    th en

    s u ~

    to

    m c r ~ a ...e the su rface ut.ili ed m the manner indicated

    a.bo' e ; for . example, 10 the

    monofo

    cal apparatus of

    1.00 metre d1at?eter,

    repr

    en ted

    in } ~ i g 3,

    pag

    e 144 a

    ntt

    we shoul

    d realtse a.

    us e

    ful

    su r

    f

    ace about

    1 3 times g r e a t e ~

    th an that of the apparatus of La. H ove .

    .Co

    nclu8iotu . -Th.e

    .compari

    ol between th e two systems

    ~ i l l

    o

    nly

    be de6

    nttt,

    e 1t

    takes

    into

    account more

    m

    proved

    dynamos,. ~ p t 1 c a . l a p p a r a t u specially

    uited

    to each . .A p r ~ o r t , 1t

    lS

    dtfficult to say which will give

    th

    e

    boat effic1ency tn th e end. I t

    would

    eem however

    tha.t

    the alternate current arc

    will always

    kee{)

    it:;

    s u p e r i ~

    r i t

    b c

    ause

    of

    the smalle

    r voltage

    with

    wb1cb

    it

    is sati

    s:ci

    Wt-

    ha

    ' e

    not

    Quoted

    in thi

    s

    Table the

    6gu

    of 1

    00

    oo0

    Alternator V

    0

    2

    '

    ~

    ~

    ;1:

    I

    -

    luu;

    2

    cu

    rr

    e

    nt

    s. As to

    the

    ch ief desidera ta. r

    elating

    to tbo

    machi

    nes,

    to

    the lamps, and to the optica.l

    apparat

    us in

    each of th ese two eystem ,

    and the

    comparat ive ~ u l t

    obtained

    by the l i ~ b t b o u e service in l i'ran

    ce,

    the conclu

    sions of this in

    vest1gation are as

    f

    ollows

    :

    1. The threo el

    ement constitu

    ting

    an

    eJectric Jight

    house machin

    e, lamp and optical

    apparatu

    - hould

    not be studied separately,

    but

    taken tog ther, in view of

    the end to be sought; in

    particular,

    the )amp and the

    dynamo must be

    co

    n

    side

    red

    a.s two

    part of one whol .

    2.

    The

    best

    method to

    ecure a. good light

    n ice

    in

    orch

    nary conditions

    consis

    ts in uniting

    in

    oacb

    estnbli:-hruent

    two

    similar

    machines, t-ach capable of furni hing

    two

    cur

    rent of 25

    and

    50

    am p

    eres. Th e

    employment

    of

    current

    n.bove 100 r e s

    would

    not

    be

    ju tifi d

    in

    the

    French

    " f e u - . e c

    ~ i r

    apparatu . 3.

    The DA

    l\Icriten

    magneto

    ma-chme 19 pa.rt1c

    ularly

    ap propriate for tbi e

    rvi

    cl', and

    the only .

    o b j ~ t i o n

    to be raised

    against

    it is tt:5

    ~ m p a r a t 1 v e

    h1gh p r1ce.

    4. Th

    e

    construction of

    a con

    ~ I n u o u ' J

    or

    altern

    ate

    cu

    r

    rent

    machine, capable

    of replac

    ~ n g

    th

    e magneto , while preser ving the same a d v a n ~ ~ .

    so

    ea y a task as

    elect

    r

    icia

    ns are tempted to think

    1t.

    Th

    e beat proof of

    this is

    in th e

    absolute

    or partial

    failur

    e

    that

    ba.s attended the effo

    rt

    of

    manufacturers

    of

    repute in other countrie a well

    as

    in France. 5. Tho

    a t t e m p ~ .made have, nevert h eless, sho

    wn

    th e

    po

    ib1lity

    of

    obtammg

    al ternators suited to

    the se

    r vice

    at

    a '

    'e

    ry

    moderate

    price, and of

    better

    efficiencv than that of

    the

    magneto ,

    and

    perhap at a later

    period

    co

    ntinuou

    -

    c u r r ~ n t dynamos, having similar properti by

    using

    a

    {>OCtal method of c o m p o u n d i n ~ .

    The

    alte;nators will

    gl\'e

    us

    the

    safety

    and

    regulartty

    that (continu

    ous

    cu

    r

    r

    ent) y n a m o will obtai

    n

    with

    difficulty.

    G.

    Th e

    com

    parat1ve results obtained in the

    optical

    apparatus now

    in

    use s h ~ w

    a

    co

    n

    siderable

    superiority in the

    al t

    ernate cur

    ren ts m resJ?OCt of

    lu mi

    nou efficien

    cy.

    But these

    appa

    ratus

    n

    ot

    bemg

    the best uited

    to

    continuous current it

    may be o b j ~ d e d t ~ ~ t an apparatus peciaUy

    cons

    tructed

    for

    tb em mtght

    utiltse

    the

    enorgy expended

    nearly to the

    same

    extent

    rea.li

    ed with alternate

    curre

    nts.

    llowe\er

    that

    llay

    be,

    .

    the la tt

    er

    exhibit

    ab present a.ch an ag o(

    all k1nds are of a

    nature

    to ju tif)' tb prefereri

    ce

    that

    has

    b en

    gl\'en

    them

    f

    or

    lighthouse

    hghbng.

    bees,

    or

    3.12 per watt, mentioned

    abo' e, for the

    rcnt

    . of

    V am p

    e

    re at

    57

    volt

    , because

    the

    500

    000

    bee E ~ r a t u m .

    n page HG

    antt eco

    nd

    coJumn, line

    16,

    of _mcrea e w re

  • 7/23/2019 Engineering Vol 56 1893-08-25

    32/34

    "ENGINEERING"

    ILLUSTRATED PATENT

    RECORD.

    OoMPILED

    BY

    W. LLO ......,...,D WISE.

    BELECTBD

    ABSTIUCTB OF RECENT PUBLISHED

    BPEOIFICATIONB

    UNDER

    THE ACTS 1883-

    1888

    .

    TM number of views given

    in

    tM Sper:ijication Drawf,nqs is

    stated

    in

    each case; where none are mentioned, the Specification 1.$

    not

    illustrated.

    Where I

    nv

    e

    ntions are communicat

    ed from abroad, the

    :c.,

    of the

    Commu

    n.icators are

    given in

    italics.

    Copies of Specifications may be obtained at the P atent

    Off

    Sale Branc

    h, 38, Cursitor-street, Cha,ncery-la?t.e,

    E.C.,

    a,t the

    unifonn

    price

    of

    8d.

    Th e date of the adverti.sement o the acceptance

    of

    a complete

    specification is,

    in

    each

    i v ~ n

    after the abstract, unless the

    P atent has been

    sealtd

    , when the date of sealin:J is

    given.

    A

    ny

    person rrtay

    at any tim

    e

    within

    two

    month

    s

    f?

    om the date

    f

    the

    adv

    ertise n ltnt

    of

    the acceptance

    of

    a complete sper:ijication,

    give notice

    at

    the Pa ten t

    Office

    o oprosition to the

    gra,11t

    of a

    Pa

    tent on any of the grounds m entioned

    in

    the Act.

    GUNS. &c.

    23,881. A. W. Schwarzlose, Stettin, Germany.

    Magazine

    Small

    Arms. [16

    Fi g

    s. ] December 27, 1892.

    This invention rel

    ates

    to ma

    gaz ine

    small arms with

    a . u t o m : : ~ . t i

    safety deYi

    ces, and io which the me

    ans

    for loading

    are

    operated

    automati

    ca

    ll

    y

    aft

    er

    each shot

    by

    the

    recoil of

    the

    exploei

    ve

    gases. The side plates B ca

    rr

    ying the breech and other parts are

    in s l i d i n ~ connection

    with

    th e barrel A,

    and

    are p:ntly

    carried

    by the

    rin

    g Jt

    :J

    (Figs. 1 and

    2)

    of the

    a ~ a z i n e

    case H,

    and

    partly

    by the sides of

    the

    e.tock K, so that the si

    de

    plates B

    and the

    b1

    nrel

    A

    can

    Rlide

    ba

    ckwards

    a

    short distance. Th

    e breech

    block and the hammer swing side by side between the side plates

    B, about

    a

    common axis formed by a stud

    o. Th

    e b reech-block

    w

    hich

    puahes

    tb

    e cartridge

    into the ha

    rrel hns at

    the

    top two

    lateral project

    ions, which, when

    the

    breech is closed, engage with

    notches

    of

    th

    e side

    pla

    tes,

    the reby pre

    v

    enting

    the breech-block

    being blo\\ n

    ba

    ck.

    The

    hammer, which

    fi

    res

    the r t r i d ~ e .

    isprovided

    with

    :l .

    slot

    d in which takes a stud c2 of

    the

    breech

    block, so

    that

    be

    latte

    r may be to some

    extent

    controlltd by tl"e

    J

    mo,ement of

    the hamme

    r . On

    the

    front end of the main strikiJJg

    pin is secured a

    sea

    r E,

    the

    book

    of

    w

    hich keE-ps the

    hammer

    cooked,

    and

    which is released by a l

    ug

    at

    the

    side of

    the

    t rigger

    raising

    the front

    end of t he

    sear

    E. Th

    e main

    spring

    is

    attached

    to the prolongation of the

    left

    -hand

    side

    plate by a stu d g. The

    ejector

    J, which is pivoted

    on

    a stud i in the r ighthand side

    plate, is

    operated

    by

    the

    heel of the hammer

    striking

    a lug

    i

    at

    the back stroke

    of

    the hammer

    (Fig.

    2), the upper

    arm of t

    he

    ejector being thereby driven backwards and the spent cart r idge

    case removed.

    Durin

    g the backward str

    oke

    of the breech-block

    a spoon R, which is pivoted to

    it, lifts one

    of the cartridges and

    presents it to th e breech

    end

    of the

    ba

    rrel.

    The working

    of

    the

    spoon is effected

    by

    projections

    under the

    spoon

    and

    a

    stud

    pro

    jecting from the left-band side

    plate.

    The tri gger and the

    safety

    catch are pivoted in

    the

    stook, and are both controlled by

    an

    in terv

    ening

    spring. The movement of the

    hammer

    is th 1s only

    allowed when

    the

    weapon

    is

    in

    band and read

    y for firing,

    and

    th e

    ha

    m

    mer

    is

    automaticall

    y

    brought back and th

    e breech opened

    after every shot. (.A ccep

    ted

    July 12, 1893).

    GAS, &c.,

    ENGINES.

    16,245.

    0 .

    svaethe, Gera, Reuss, Germany. Hot-Atr

    Motor. [3 F t{l8.] September 10, 1892.-Tbis invention relates

    to

    a bot-air

    motor, and

    consists in

    const

    ru

    cting the uppe

    r part

    a,

    or oute

    r

    end,

    of t

    he

    bot-air

    cy

    linder, with

    ribs

    b projecting

    from

    c

    ' .

    .......,_,._...

    it to

    cause

    a

    radiation

    of the

    he

    at from that part of the cylinder,

    instead of employing a

    cu

    rrent of

    ai

    r or water. The upper part

    of

    the

    hot-air cy

    lwder

    is

    thus

    kept cool, the

    ai

    r also being drawn

    from it

    and

    cooled by

    the

    cold-air

    cylinder c. (.Accepted J uly

    12,

    1893).

    MACHINE

    TOOLS,

    SHAFTJNG, &c.

    15,791. J . C.

    Calastreme,

    London. Lubricators.

    [8

    .Figs.] Sep tember 2, 1 92.-Tbis

    im

    ention

    r

    elates

    to

    sight

    feed

    lubri

    cato1s. The oil

    chambe

    r a

    is su

    rmounted with a

    tubu

    lar

    piece

    to

    accommodate steam and

    delivery

    pip

    es

    and

    couplings.

    In

    to this piece steam ia admitted by the in l

    et

    passage bl which

    conducts it through a shor t passage c

    in t

    o a vertical hole d

    in

    the wall of the oil

    chambe

    r

    and

    lea

    diog

    to

    the

    bottom of

    it, this

    hole extending partly around

    the chamber.

    Th

    e

    passage lJI

    ie

    1 NG

    t

    N E E R I NG.

    also in connection by means of a

    shor

    t channt:l e.\\ ith

    a

    cha Dber

    f at the t

    op

    of

    the

    i ~ t h t - f e e d gbsso, thr

    ough

    wh1ch

    the

    lubr1can.t

    passes after deli

    ve

    ry from

    the

    nipple h at

    the

    top of

    the 011

    chambe

    r,

    and

    from which it ri

    ses

    in

    to an outlet

    steam c

    hann

    el

    a.nd thence into the

    part

    to

    be oiled. A ball valve is.

    introdu

    ced

    into

    the

    channel

    e.

    connecting

    th e steam

    passage

    bl w1th the hol e

    t

    tl

    4

    ~ Z

    d. The oil chamber is

    supplied

    with oil

    through an

    opening a2

    which is closed by a screw plug,

    an

    d

    with

    a

    tap m.

    through which

    t

    he contents ca

    n be

    drawn

    off,

    the

    oil passage from

    the chambe

    r

    being fitted

    with

    a

    va

    lve to re

    gulate

    t

    he quanti t

    y of oil

    delive

    rcd

    to the

    nipple

    h. (A

    ccepted J

    uly 12, 1893).

    6555. L. Warfield,

    Detroit,

    Wayne, Michigan,

    U.S.A.

    Communicating

    Rotary Motion . [7

    F igs.]

    March 28,

    1893.-This inHntion

    relates means for

    communicat

    ing motion, especially

    to

    the

    axles

    of locomotives, &c., which

    a.re

    actuated bymotorscar

    ried upon

    the

    vehicle

    or its

    axles

    or

    t r

    ucks.

    The central cavity of the casing

    contains

    a

    universal

    joint by

    which the casing is

    secured

    to the s

    haft

    B which passes into it.

    The c&siog is pro,ided with hollow

    trun

    nions

    E3, the

    opening

    being consider&bly

    lar

    ger

    than the di

    ameter of

    the

    shaft , so as to

    permit the latter

    to move

    fr

    eely for

    the

    des

    ired

    dista.nee.

    Th

    e

    mitred gearwheel F is formed with the casing ; Q is a

    framing

    secured to the trunnions

    E3

    of

    the

    casing,

    and

    car rying

    bea

    r

    ..

    .

    ...


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