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� <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�.. 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