�
<br />ALLIS-CI�ALI�f�RS � FERS Y4U THE BRO ST,
<br />MO�T ADVAN�EI) I�4iCE �F DI��ONN�� - WITCH
<br />OPERATING MECHAleTIS1V�� . . .
<br />■ Munual—with sann� handle,
<br />worm or bevel gear
<br />■ Motvr operated
<br />• Hydraulic operated — motar
<br />or manual dryve
<br />■ Spring or propellant for
<br />high-speed �rounding switches
<br />Allis-Chalmers IEads the indust�y in
<br />the development of hydraufic opera-
<br />tors `or disconnect s�itches. These
<br />easy to �nstail systems use flex cop-
<br />per tubing that is far simpler to put in
<br />tha� the usuai array of inechanical
<br />connections.
<br />Sdvings can also be realized with
<br />hyd��ul�c systems in cases of multi-
<br />p�e switch operation. For example,
<br />one motur-driven hydraulic operator
<br />can read�ly control up to six separate
<br />swi!�he5. You eliminate the problems
<br />�r��ith mechanical linkages . . . get bet-
<br />ter power ratins at the switch ... and
<br />minimi,ze any strain on the operating
<br />mechanism.
<br />In adclition to truly ePficient dis-
<br />connect sr.*it�hes and operators,
<br />Allis-Chalmers supplies . . .
<br />HIGH-SPEED GR,OUNDING
<br />SWITCHES
<br />For use wherever fast grounding is
<br />essential to protect against problems
<br />such as a transformer developing a
<br />low capacity fauit and damaging the
<br />system. Available spring loaded or
<br />propellant driven—from 15 to 500 kv.
<br />STRUCTURAL SUBSTATIONS
<br />We also provide complete structural
<br />substations, including switches, steel
<br />or aluminum structures, grounding
<br />mat�rial, bus, bus insulators, opera-
<br />tors, potential devices and other re-
<br />lated equipment ... all according to
<br />your exact specifications.
<br />G
<br />�
<br />ALLI.� CI-1�►L.11�1 �R�
<br />FOR SPECIFICS, PRICES �R �URTHER
<br />DISCUSSION TALK TO YOUR ALLIS-
<br />CHALMERS RE?RESENTATIVE; OR
<br />WRITE: ALLIS-CHALMERS
<br />MILWAUKEE,
<br />WISCONSIN 53201.
<br />u�no u.s.a.-wa
<br />►g strength steel
<br />poles are durable,
<br />adaptable to a narrow
<br />R/1N and, with upsw�Nc
<br />arms, pleasing �n -
<br />appearance
<br />D. R. Chang�
<br />T� • �
<br />,���-e� st��� o��s c.�t
<br />. . . . . � . � � � �. . .
<br />�3 �-� i✓ l/i� . `�
<br />� ��► �a��c� � �/�I/
<br />��
<br />Two-section, telescoping-tapered, steel po�es r��olve
<br />; ,.
<br />railroad R/W limitations for 6-mileJii�e: P�9r'sub-soii "`
<br />conditions resolved by stabilizing with lean concrete
<br />. , : A.
<br />� j`'
<br />Public Service Electric and Gas Co of N. J. has just of pole-structure faundati�on constructic�n. Results oF
<br />completed� a 6-mile, single-circuit, 230-kv steel-pole line t7iese investigations and experiments indicated, and ;,1
<br />in a highly congested suburb of Camden, N. 3., alang the complefion �f- the line ou sc�edule. proved, that the ` ',° '
<br />Grenloch Branch of the Pennsylvani�a-Keading Seashore . requirecl line durability cou13 be achieved and w�rk � +��
<br />Lines Railroad. ITtilities Line Cc�nstruction Co In�, completion schedules met by bucket-excavatio� of 4 Ye
<br />. ,.
<br />bu�ilt the line. _ , �..
<br />fvundation shafts, and wit�i shafts stabilized.< with .lea� ��
<br />Despite an initial preference for narrow. base lattice- conerete; '
<br />�, type steel tower structures, right-of-way clearances and In compariag.the foun,d�tion cost between poles a,nd•: :€�,
<br />, o t h e r- e n v i r o n m e n t a l c o n s i d e r a ti o n s d i c t a t e d t h e u s e o f ' n a r r o w= b a se to��vers ins ta l le d on � simi lar narrow r a i. l � =5; `
<br />tapered, two section, �field _assernbled, steel-p�le siruc= r�ad right�of-way, it w�as found:thati:the cost of a pole � =,iL';
<br />I tures, With upsRrept arms, these high=strength steel poles foundat�on is about ,s0% :that oi a.tciwer: ; ;�� .
<br />are durable and can be adapted to a veiy narrow right- Comparison of total installed cost of : the line with �
<br />�! : � � ;� �z,;:
<br />of-way. In the apinion of. many, this type �f s�eel pole the; estimated cost . of a uarrow-base �. steel-tower liue : +` �'
<br />1m
<br />�S
<br />�S
<br />O iit 1
<br />�
<br />b ter iooking th�an the''toweis; ` `, installed under similar circumstances indicat�s �hat the
<br />. . . � ,;
<br />Because of a severe construction-com pletion dead - steel pol e:l i i i e w a s ab�u t 1 1'% inor�ea�t�ensi ve:= � �A �, ��
<br />line, ; extensive investigations were conducted. ;arid ` . T�ie nsw � is part of :a se�aad traiYsmXssion line ��� �,:.
<br />, � �r
<br />nu�nezous �trial-construction . experiments ,�vere carued '�: . taking eriergy fros�. Burlizi gton Cr�nera�'ing � 5tatxon ta� �;� i'
<br />,out to deters�une tfie quickest.and most e$"ici�nt method t'r�oucester Switchmg Station.; ` '=, `;:� �, ` ��4 �
<br />� SNhen _the dec�sion :was ui�ade to:. bu�id�t�u� lin�; t�e ' � ' � � �
<br />D. R. Chang, Engineer, "Electria Distribut�on Depi, Putilic Senrice r�ra��'��� af��'ajj W�S �1� Q11Y �e�.�1�j�� �'011��,z��8]!1-L ��: �`� �r� a;
<br />Electric & Gas Coe Newark, N :1; ai�Ia Tha :wldth 'of � � � "� �
<br />w th�s xtght-of v�ay fnr �iast�a����6 , 5 v�� ���. �
<br />, ��
<br />�. t1 fi �, tr} ;�.,� ��i '�A NS 3
<br />� i C:., v�'t �3, 'lyYi��4i i�L i F a'!� �.a a Yw ��.r. � d.
<br />Electri�a[1Norid,Juna.26, 1967� ,, <� , �` # ti ' ,..��t. f��`t��' Y� �wa�s�y,',t.s vk
<br />j. _ i ��, ^ 71 �. "'+ 4 k� '��� � 'Yi°e ,3U Lti' 4 "+'��� 5����'' L��.�'g �'�nK�h. � �t,�: �' !
<br />5 �t ��� ; �.��' "��j-` c '� L,, 4 �d�i(f1 '3i 3�"14� � i`�T��,iuil�.. '�n'!r F�i. .In
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