US1015821A - Steel tower or derrick. - Google Patents

Steel tower or derrick. Download PDF

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Publication number
US1015821A
US1015821A US59016110A US1910590161A US1015821A US 1015821 A US1015821 A US 1015821A US 59016110 A US59016110 A US 59016110A US 1910590161 A US1910590161 A US 1910590161A US 1015821 A US1015821 A US 1015821A
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United States
Prior art keywords
derrick
clamp
sleeve
ears
clamps
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
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US59016110A
Inventor
Lee C Moore
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Lee C Moore Corp
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Individual
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Priority to US59016110A priority Critical patent/US1015821A/en
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Publication of US1015821A publication Critical patent/US1015821A/en
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B15/00Supports for the drilling machine, e.g. derricks or masts
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B7/00Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
    • F16B7/04Clamping or clipping connections
    • F16B7/044Clamping or clipping connections for rods or tubes being in angled relationship
    • F16B7/048Clamping or clipping connections for rods or tubes being in angled relationship for rods or for tubes without using the innerside thereof
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10STECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10S135/00Tent, canopy, umbrella, or cane
    • Y10S135/909Fitting
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T24/00Buckles, buttons, clasps, etc.
    • Y10T24/39Cord and rope holders
    • Y10T24/3958Screw clamp
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/34Branched
    • Y10T403/341Three or more radiating members
    • Y10T403/342Polyhedral
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/34Branched
    • Y10T403/341Three or more radiating members
    • Y10T403/345Coplanar
    • Y10T403/346Additional rod held by encompassing means

Definitions

  • Figure 1 is a perspective view of one of the improved clamps showing the ends of the derrick braces and girts connected thereto;
  • Fig. 2 is a plan view of the same;
  • Fig. 3 is a vertical section on the line 3-3, Fig. 2; and
  • Fig. 4 is a perspective view of the blank after the punching and shearing and prior to bending the same into final form.
  • the clamp described is preferablyformed from plate metal, although it may be formed by forgingor partly by rolling and then by pressing or bending.
  • the preferred method of manufacture consists in punching a flat plate with the holes for the compression bolts 10 and the holes 18 for the bolts 19, then partly shearing out the portions of metal forming the cars 11, 13 and 15 as shownin Fig. 4, after which the. plate is heated and then subjected to suitable die processes to bend the ears radially with reference to the opening in the sleevegkand bend the entire plate into substantially tubular form with the flanges 9 projecting radially therefrom.
  • a clamp for towers, derricks and the like comprismg a resilient split cylindrical member, said member having longitudinal oppositely disposed flanges, a set of radially disposed ears punched out from one side of the'body portion and bent in one direction, and a second set of radially disposed ears punched out from the other side of the body portion and bent inthe opposite direction, the whole being arranged to provide for towers, derricks and they ears punched out of the metal of the sleeve and turned radial to the axis thereof, an intermediate pair of said ears being arranged to provide oppositely disposed apertures for the insertion of a temporary supporting member.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Clamps And Clips (AREA)

Description

L. C. MOORE.
STEEL TOWER 0R DERRICK.
APPLICATIONIILED NOV. 1, 1910.
1,015,821. Patented Jan. 30, 1912.
2SHEETSSHEET L INVENTOR L.G.MOORR STEEL TOWER 0B, DERRICK.
APPLICATION FILED N0v.1,191m
1,015,821 Patented Jan. 30, 1912.
2 SHEETSSHEET 2.
WITNESS ES INVENTOFI LEE 0. MOORE, OF PITTSBURGH, PENNSYLVANIA STEEL rowan on nnaarox.
Application filed November 1, 1910. Serial No. 590,161.
To all whom it may concern:
Be it known that I, LEE G. Moonn, a resident of Pittsburgh, in the county of Allegheny and State of Pennsylvania, have invented a new and useful Improvement in Steel Towers or Derricks, of which the following is a specification.
This invention relates to metal towers and the like, and more particularly to oil well derricks.
The object is to improve upon prior constructions of metal towers or derricks, and particularly by providing a clamp for uniting the meeting ends of the leg sections, which clamp is formed of forged metal, preferably plate metal, so that it is light and yet very strong, which can be fabricated at a minimum labor cost, and which can be very tightly clamped onto the leg sections, thereby preventing failure of the tower or derrick on account of looseness at the clamp.
The invention comprises the construction and arrangement of parts hereinafter described and claimed.
In the accompanying drawings Figure 1 is a perspective view of one of the improved clamps showing the ends of the derrick braces and girts connected thereto; Fig. 2 is a plan view of the same; Fig. 3 is a vertical section on the line 3-3, Fig. 2; and Fig. 4 is a perspective view of the blank after the punching and shearing and prior to bending the same into final form.
The present invention comprises an improvement upon the tower or derrick const'ruction described and claimed in patent granted September 7th, 1909 to Thos. A. Neill, #933,386. The improvement relates to the clamp or socket for uniting adjacent leg sections.
The tower or derrick itself, except as to the clamp or socket, is intended to be con.-
structed as shown and described in the aforesaid patent ofThos. A. Neill, that is to say is constructed entirely of metal tubes in order to get maximum strength with minimum weight, and with the specific clamp illustrated is intended to be provided with four legs, said legs being inclined so that the derrick tapers toward its top, these legs being composed of sections of tubes, all as is usual. In the drawing one of the leg sections is indicated .by 5 and the other leg section by 6. In building up these derricks it is customary to make the several leg sections of twice the length of the height of a panel, the meeting ends of adjacent leg sectlons being secured in clamp sockets to which the braces and girts are attached, and other clamps being secured about midway of each leg section for the attachment of intermediate girts and braces. Heretofore it has.
been the practice to provide the clamps or sockets which join the ends of adjacent sections with inwardly projecting ribs or bosses, which interfere with the use of such clamps at the middle of the legsections.-
With my improvement the clamps are ent1rely free from inwardly projecting ribs or other means so that they can be u not only for securing together the meeting ends of ad acent leg sections but can also be slipped over the leg sections and used as the intermediate clamps. Heretofore these clamps have been constructed of cast metal,
such as cast steel, and which for strength are made of considerable thickness of metal, thereby making them quite heavy, at the same time rendering them so rigid or stiff that they cannot be drawn sufficiently tight to clamp the leg sections immovably. Any looseness of the leg sections in the clamps or sockets, under the strain of pulling well casings for instance, causes movement of the leg sections and results in the ultimate failure of the derrick. According to my improvement these difliculties are overcome by forming the clamps of forged metal, prefer-.
ably plate metal, which is not only lighter Specification of Letters Patent. Patented Jan. 30,1912.
than cast metal, but is sufficiently yielding so that the clamps can be drawn very tightly onto the leg sections, thereby absolutely preventing movement of the leg sections and preventing failure of the derrick from this cause.
Each clamp or socket 7 is practically a tubular sleeve slit or open on one side, as at 8, from top to bottom and provided at the edges of said slit with radial flanges or ears 9 which are perforated for receiving compression bolts 10 by means of which said flanges or ears can be drawn together and the socket clamped onto the leg sections. The sleeve is also provided with two sets of flanges or ears for the attachment of the girts and braces, these two sets of ears being located substantially 90 degrees apart in the case of a four sided derrick, 60 degrees apart in the case of a three sided derrick, or only one set of ears in case of a two legged derrick or shear. As shown, each sleeve is provided with a pair of cars 11 near its lower end for the attachment of the-lower braces 12, a similar pair of cars 13 for the attachment of the upper braces 14:, and with a pair of intermediate cars 15 for the attachment of the girts 16. The ears 11, 13 and 1-5 of anyone set are arranged in substantially vertical relation one with reference to the other, and are preferably ar-' ranged so as to stand exactly radially to the body of the sleeve in order .that the 'girts and braces may be attached to either side of said ears, and .preferably are attached one on one side and another on the other side, as'shown, so as to balance the strains and revent placing an eccentric strain on the cihmp. These ears are formed by shearing or punching out a part of the metal forming the sleeve and bending such sheared out portion at theproper angle to form the ear. The unching out of these cars provides the dlamp with three pairs of holes 17, the holes of each pair being arranged substantially diametrically of each other and the middle pair of holes being substantially midway of the lengthof the clamp. The braces and girts are preferably tubes having their ends flattened and secured to the ears by means of bolts.' To this end each ear is provided with a bolt hole 18, for receiving the bolt 19 for securing the brace or irt to the ear. The holes 18 as well as those or the compression bolts 10, preferably are noncircular, such as of elliptical shape as shown, and the bolts 10 and 19 have a portion 20 of their shanks of non-circular form fitting in the non-circular holes, and are thereby held from turning so that the nuts can be tightened up with the use of only a single wrench. I
The clamp described is preferablyformed from plate metal, although it may be formed by forgingor partly by rolling and then by pressing or bending. The preferred method of manufacture consists in punching a flat plate with the holes for the compression bolts 10 and the holes 18 for the bolts 19, then partly shearing out the portions of metal forming the cars 11, 13 and 15 as shownin Fig. 4, after which the. plate is heated and then subjected to suitable die processes to bend the ears radially with reference to the opening in the sleevegkand bend the entire plate into substantially tubular form with the flanges 9 projecting radially therefrom. This sleeve is entirely free on its interior from inwardly projecting portions and therefore can be slipped over a leg section and used as an intermediate clamp as well as for securing the meeting ends of adjacent leg sections. In erecting a tower, derrick or shear with this clamp, anopen clamp is slipped over the upper end of'an erected leg section, and held from sliding it down by inserting a small piece of wood 23 or the like through theo positely arranged openings 17 at the mid dle of the sleeve which mserted piece of wood rests on top of the erected leg section and holds the sleeve from falling down. The lower compression bolts 10 can then be tightened up to fasten the sleeve onto the lower leg section, after which the cross piece of wood or the like is removed, and the upper leg section inserted in the sleeve, which can be freely done as the tightening of the lower compression bolts does not close the upper end of the sleeve ,sufliciently to prevent this, after which the upper compression bolts 10 are tightened to clamp the upper leg section. In this manner the same sleeves can be used for both the intermediate clamps and for the end clamps, making it unnecessary to car in stock and transport to the place of erection two difi'erent types of sleeves as has heretofore been necessary, and also preventing loss of time which is occasioned by workmen taking the wrong sleeve for any one part of the tower or derrick.
The wrought metal of the clamps possesses maximum strength and therefore the clamps can be made lighter than the cast clamps heretofore used. On account of this reduction of weight it is possible to make the sleeves much longer than has heretofore been the practice, thereby obtaining a more secure fastening for the leg sections and also bracing and reinforcing said leg sections for material parts of their lengths. At the same time the metal is sufiiciently resilient so that the tightening of the compression bolts 10 clamps the sleeve tightly against the leg sections, absolutely preventing relative movement and preventing failure of the tower or derrick on this account. Furthermore b projections, the two ends of adjacent leg sections abut directly one upon the other, giving a direct compression support one on the other from the top to the bottom of the derrick or tower. With cast sockets as heretofore used the inwardly projecting rib is not always of the same thickness, due to imperfections in the metal or of the mold, so that there has not been a broad bearing of the same upon the ends of the le in all cases. This has had a tendency to unnecessarily elongate one leg at the expense of the others, with the result that the derrick is liable tov be thrown sli htly out of the true vertical position. With my improvement this is not possible. since the tubular leg sections can be fabricated at the factory to secure uniformity in length and with perfectly square ends so that they will abut one against the other without any intermediate metal, thereby insuring a broad bearing of one leg section upon another and the absence of any inward rib or section legs of absolutely uniform length, with the result that the derrick is perfectly vertical if the foundation is level.
Various changes may be made in the shape and relation of the parts without departing from the spirit of the invention.
What I claim is:
1. A clamp like, comprising a resilient split sleeve having perforated longitudinal flanges for receiving compression bolts, said sleeve being free from interior projections or ribs and having a plurality of ears turned outwardly from the body of the sleeve. and providing oppositely disposed apertures therein.
2. A clamp for towers, derricks and the like, comprising a split sleeve having a smooth cylindrical interior surface and being provided with outwardly bent flanges to receive compression members, and sets of longitudinal and alined ears punched out from the body portion of the sleeve and arranged to stand radially thereof and providing oppositely disposed apertures for the insertion of a temporary supporting mem- 3. A clamp for towers, derricks and the like, comprismg a resilient split cylindrical member, said member having longitudinal oppositely disposed flanges, a set of radially disposed ears punched out from one side of the'body portion and bent in one direction, and a second set of radially disposed ears punched out from the other side of the body portion and bent inthe opposite direction, the whole being arranged to provide for towers, derricks and they ears punched out of the metal of the sleeve and turned radial to the axis thereof, an intermediate pair of said ears being arranged to provide oppositely disposed apertures for the insertion of a temporary supporting member.
5. A tower, derrick and the like, compris ing leg sections arranged to directly abut each other at their ends, a clamp surrounding the leg portions and having a smooth interior, said clamp being provided with adjacent flanges perforated for the reception of clamplng bolts and being formed of resilient 'materlal, a plurality of ears punched and bent outwardly from the body portion of the clamp and providing oppositely disposed openings, and girts and braces connected to the ears. 7
In testimony whereof, I have hereunto set my hand. I
LEE 0. MOORE.
Witnesses:
F. W.. WINTER, MARY E. CAHooN.
US59016110A 1910-11-01 1910-11-01 Steel tower or derrick. Expired - Lifetime US1015821A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2483341A (en) * 1945-07-27 1949-09-27 Haas Charles Scaffolding
US6892502B1 (en) 2003-03-26 2005-05-17 David A. Hubbell Space frame support structure employing weld-free, single-cast structural connectors for highway signs

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2483341A (en) * 1945-07-27 1949-09-27 Haas Charles Scaffolding
US6892502B1 (en) 2003-03-26 2005-05-17 David A. Hubbell Space frame support structure employing weld-free, single-cast structural connectors for highway signs

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