US533626A - Windmill-tower - Google Patents

Windmill-tower Download PDF

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US533626A
US533626A US533626DA US533626A US 533626 A US533626 A US 533626A US 533626D A US533626D A US 533626DA US 533626 A US533626 A US 533626A
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Prior art keywords
tower
column
platform
wires
corner
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Assigned to OSTEOTECH, INC. reassignment OSTEOTECH, INC. DISCHARGE OF RECORDED SECURITY INTEREST Assignors: CRYOLIFE, INC.
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    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03D—WIND MOTORS
    • F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
    • F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/20—Side-supporting means therefor, e.g. using guy ropes or struts
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03D—WIND MOTORS
    • F03D80/00—Details, components or accessories not provided for in groups F03D1/00 - F03D17/00
    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/70—Wind energy
    • Y02E10/72—Wind turbines with rotation axis in wind direction
    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/70—Wind energy
    • Y02E10/728—Onshore wind turbines

Definitions

  • Witnsssas Inuantor
  • the objects of my invention are, first, to climbing the tower. At frequent intervals, provide a tower that can be constructed printhese collars are provided with hooks i (as in cipally of wires and so not be conspicuous Figs. 10 and 11) at equal distances apart on nor offer great resistance to the wind; second, the collars, each hook coming directly over to provide a tower that is easy to construct; one of the legs B. lhe inside wire 0' from 15 third, to use as little material as possible in each corner iron is attached to the lowest the formation of atower; fourth, to provide a collar bearing hooks i to the hook directly tower that shall be complete in itself and that opposite. The wire next to that is attached shall not depend entirely on the earth to hold to the collar next above in like manner till any of the parts in their relative position; the platform at thetop of the tower is reached. 73
  • Fig. 3 is a plan view corner iron A. These bosses pass through of the same with the wires removed.
  • Fig. 5 is a deunite the corners together and prevent their 3o tail View of the central support on line 5-5 spreading.
  • the anchor bolts P pass up of Fig. 6, looking down.
  • Fig. 6, is a sectional through the bosses and hold the corner irons view on line 6-6 of Fig. 5.
  • Fig. 7, isa plan in place and prevent a displacement of the view of the top of the tower and platform. connecting rods as well.
  • Fig. 8 is a detail view of the front one half
  • the anchor bolts P are secured in the 55 of the top portion of the tower.
  • Fig. 9, is a ground in any of the ways already known to view partly in section on line 9-9 of Fig. 8. those skilled in the art.
  • Fig. 10 is a detail top view of one of the steps my tower thus secured it is clear that the first and collars J, the pipe 0 being cut olf. Fig. set of guy wires will prevent any lateral play 11, is a sectional view on line 1l11 of Fig. of the center column 0 at the point of their 99 4o 10.
  • Fig. 9 is a detail view of the front one half
  • the anchor bolts P are secured in the 55 of the top portion of the tower.
  • Fig. 9 is a ground in any of the ways already known to view partly in section on line 9-9 of Fig. 8. those skilled in the art.
  • Fig. 10 is a detail top view of one of the steps my tower thus secured it
  • FIG. 12 represents a diagrammatical top attachment, and that the second set will seplan view of my improved tower from the cure the next point and so on up thus makplatform down showing the adjustment of ing it. possible to use a comparatively slender the guys to prevent the platform from twistcenter column. In fact towers have been ing.
  • Fig. 13 is a front elevation of the same built to a height of forty feetin this way with 5 45 in sections showing the manner of passing only an ordinary one inch gas pipe for a centhe guys from the anchor iron to the corner ter column and have stood a strain much of the platform. greater than that of an ordinary wind mill at Similar letters of reference refer to similar the top. parts throughout the several views.
  • My tower consists of aoenter column G supported by two pieces of angle iron bent in the ported on suitable legs B at the bottom,prefcenter (see Fig. 9) so that the ends stand at right angles to each other.
  • One limb of the angle iron projects down vertically and the other is horizontal on which the platform made in the usual form rests.
  • Collar N has only hooks 1; without a step.
  • holes Z and 'r' are drilled to attach wires, two being drilled in each arm, one 0" at the end and one Z in toward the center.
  • the collar J has four hooks above and four below to which are attached wires, those below running down to the corner supports of the tower. From near the outside of each corner iron A a wire runs to the hole Z of its corresponding arm of the platform support. From the outside of each corner iron A, two wires pass up and connect to the holes a" in the outer ends of the arms of the platform to each side of its corresponding corner to prevent the tower twisting from any cause.
  • the center column 0 projects above the platform and bears a cross piece I. From each end of this cross piece a column H pro- 0 jects and bears a cross piece I at the top. On the top of this cross piece I a hollow cylinder G in line with the center column 0 is placed. On top of this cylinder is a collar G which is held by brace rods a that pass down and con- 5 nect to the angle bars D and serve to stay the whole upper part of the tower. It will thus be seen that there is an open space just below cylinder G to afford an opportunity for securing a windmill to the top of the tower in the usual manner.
  • the center column 0 is made of gas pipe and is of course hollow.
  • the opening thus left in the center of the tower affords a convenient place for the pump rod of a wind- 5 mill.
  • the lower end of the column 0 rests in a socket C which is supported in the casting E to which the legs B are attached.
  • the lower end of pipe 0 rests on a powerful coiled spring F which tends to support it.
  • the spring F is to compensate for anyunequal expansion or contraction that may take place in the various parts of my tower, and to relieve any sudden strains due to gusts of wind or other causes.
  • the method of attaching the wires is not material to my invention. I prefer to use the bolts S at the bottom so that it will be easy to draw them together. It would be possible to construct a tower without the connecting 6: rodstbut it is better to use them. Three legsB might be used instead of four or a greater number than four might be used. A smaller central column 0 can be used if more sets of wires are used and attached to collars nearer together on the column and if a larger central column is used fewer sets of wires will be required, and if the column is very large only one set of wires will be needed.
  • the tower will stand and be effective without spring F at the bottom of the central column, but is better with it.
  • a central support, E having a socket to receive the legs and a socket for the vertical, central standard
  • the legs, B fitted in the sockets anchor irons, A, with sockets to receive the lower ends of said legs
  • a central standard, 0, resting in its socket on the central support a spring in said central socket under the standard to support the same
  • guy wires, 0 in sets attached to the standards, 0, and anchor irons, A, substantially as described.

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Sustainable Development (AREA)
  • Sustainable Energy (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Description

(No Model.) 4 Sheets-Sheet 2.
G. P. YOUMANS.
' WINDMILL TOWER.
No. 533,626. Patented Feb. 5, 1895.
u'lwfvlf v l l rlllrllrlll Ill/llgllflll/l/l/ 1 WWW? T lnuezntor.
2W ragwzg Witnassezs:
(Ho Model.) 4 Sheets-Sheet 3.
G. P. YOUMANS.
WINDMILL TOWER.
No. 533,626. Patented Feb. 5,1895.
Win-155555 lnuantor- Hit "m: News PETERS co. PHmLYHO, wssumrzrbli. u. c.-
No Model.) 4 Sheets-Sheet 4.
G. P. YOUMANS. WINDMILL TOWER. No. 533,626. Patented Feb. 5, 1895.
Witnsssas: Inuantor,
UNITED STATES PATENT FFlCt GEORGE P. YOUMANS, OF GALESBURG, ASSIGNOR OF ONE-HALF TO THE WILLIAMS MANUFACTURING COMPANY, OF KALAMAZOO, MICHIGAN.
WlNDMlLL-TOWER.
SPECIFICATION forming part of Letters Patent No. 533,626, dated February 5, 1895.
Application filed May 1893. iserial No. 474310. (No model.)
To all whom it may concern: erably four in number. These legs B are Be it known that I, GEORGE P. YOUMANS,2L equal and are secured at the bottom to corcitizen of the United States, residing at the her irons A, being inserted in sockets on the village of Galesburg, in the county of Kalasame. To each corner support wires 2,2 and 5 mazoo and State of Michigan, have invented r are attached by means of bolts .9. 0n the acertain new and useful Windmill-Tower, of center column 0, which in this case is a gas which the following is a specification. pipe, are attached collars by means of set My invention relates to towers and more screws or other suitable means. Each collar particularly to windmill towers. bears step J for the purpose of assisting in [0 The objects of my invention are, first, to climbing the tower. At frequent intervals, provide a tower that can be constructed printhese collars are provided with hooks i (as in cipally of wires and so not be conspicuous Figs. 10 and 11) at equal distances apart on nor offer great resistance to the wind; second, the collars, each hook coming directly over to provide a tower that is easy to construct; one of the legs B. lhe inside wire 0' from 15 third, to use as little material as possible in each corner iron is attached to the lowest the formation of atower; fourth, to provide a collar bearing hooks i to the hook directly tower that shall be complete in itself and that opposite. The wire next to that is attached shall not depend entirely on the earth to hold to the collar next above in like manner till any of the parts in their relative position; the platform at thetop of the tower is reached. 73
2o fifth, to provide a tower that shall be easy of The two outside wires 2 which are attached ascent. I accomplish these objects by the to the anchored plates A pass up and attach devices shown in the accompanying drawings, to the corners of the platform, K, by the corin which ners to each side of the corner directly above Figure 1, shows aviewin perspective of my its particular anchored plate in order to precomplete tower in position. Fig. 2, is adetail vent twisting of the platform.
sectional view of one of the corner supports A boss 3 is cast on the under side of each on line 2-2 of Fig. 3. Fig. 3, is a plan view corner iron A. These bosses pass through of the same with the wires removed. Fig. 4 eyes in the ends of connecting rods 15 which is an inverted plan of Fig. 3. Fig. 5, is a deunite the corners together and prevent their 3o tail View of the central support on line 5-5 spreading. The anchor bolts P pass up of Fig. 6, looking down. Fig. 6, is a sectional through the bosses and hold the corner irons view on line 6-6 of Fig. 5. Fig. 7, isa plan in place and prevent a displacement of the view of the top of the tower and platform. connecting rods as well.
Fig. 8, is a detail view of the front one half The anchor bolts P are secured in the 55 of the top portion of the tower. Fig. 9, is a ground in any of the ways already known to view partly in section on line 9-9 of Fig. 8. those skilled in the art. With the corners of Fig. 10, is a detail top view of one of the steps my tower thus secured it is clear that the first and collars J, the pipe 0 being cut olf. Fig. set of guy wires will prevent any lateral play 11, is a sectional view on line 1l11 of Fig. of the center column 0 at the point of their 99 4o 10. Fig. 12 represents a diagrammatical top attachment, and that the second set will seplan view of my improved tower from the cure the next point and so on up thus makplatform down showing the adjustment of ing it. possible to use a comparatively slender the guys to prevent the platform from twistcenter column. In fact towers have been ing. Fig. 13 is a front elevation of the same built to a height of forty feetin this way with 5 45 in sections showing the manner of passing only an ordinary one inch gas pipe for a centhe guys from the anchor iron to the corner ter column and have stood a strain much of the platform. greater than that of an ordinary wind mill at Similar letters of reference refer to similar the top. parts throughout the several views. The platform at the top of my tower is sup- 10c 50 My tower consists of aoenter column G supported by two pieces of angle iron bent in the ported on suitable legs B at the bottom,prefcenter (see Fig. 9) so that the ends stand at right angles to each other. One limb of the angle iron projects down vertically and the other is horizontal on which the platform made in the usual form rests. In the middle the two pieces of iron are bent to fit the center column 0, something like a collar and the two are clamped to the column securely by bolts above the collar N. Collar N has only hooks 1; without a step. Through the verti- I0 cal limb of the angle irons D holes Z and 'r' are drilled to attach wires, two being drilled in each arm, one 0" at the end and one Z in toward the center. A short wirelextends from a collar J to the hole Z to stay the platform and I5 brace the tower. The collar J has four hooks above and four below to which are attached wires, those below running down to the corner supports of the tower. From near the outside of each corner iron A a wire runs to the hole Z of its corresponding arm of the platform support. From the outside of each corner iron A, two wires pass up and connect to the holes a" in the outer ends of the arms of the platform to each side of its corresponding corner to prevent the tower twisting from any cause.
The center column 0 projects above the platform and bears a cross piece I. From each end of this cross piece a column H pro- 0 jects and bears a cross piece I at the top. On the top of this cross piece I a hollow cylinder G in line with the center column 0 is placed. On top of this cylinder is a collar G which is held by brace rods a that pass down and con- 5 nect to the angle bars D and serve to stay the whole upper part of the tower. It will thus be seen that there is an open space just below cylinder G to afford an opportunity for securing a windmill to the top of the tower in the usual manner.
The center column 0 is made of gas pipe and is of course hollow. The opening thus left in the center of the tower affords a convenient place for the pump rod of a wind- 5 mill. The lower end of the column 0 rests in a socket C which is supported in the casting E to which the legs B are attached. The lower end of pipe 0 rests on a powerful coiled spring F which tends to support it. The spring F is to compensate for anyunequal expansion or contraction that may take place in the various parts of my tower, and to relieve any sudden strains due to gusts of wind or other causes.
The method of attaching the wires is not material to my invention. I prefer to use the bolts S at the bottom so that it will be easy to draw them together. It would be possible to construct a tower without the connecting 6: rodstbut it is better to use them. Three legsB might be used instead of four or a greater number than four might be used. A smaller central column 0 can be used if more sets of wires are used and attached to collars nearer together on the column and if a larger central column is used fewer sets of wires will be required, and if the column is very large only one set of wires will be needed.
The tower will stand and be effective without spring F at the bottom of the central column, but is better with it.
Having thus described my invention, what I claim as new, and desire to secure by Letters Patent, is
1. A tower with a central column resting on suitable legs anchored at the corners, and sets of guy wires attached at short intervals to the central column and to the anchor plates at the corners, each set consisting of a wire for each leg, and all the wires of each set attaching to the column at the same height.
2. In a tower, the combination of the legs, B, with the central column, 0, the anchor irons, A, and the wires, 0, substantially as described.
3. In a tower, the anchor bolts, P, passing up into the anchored plates, in combination with the stay rods, 25, and the tower above, substantially as described.
4. In a tower havinga central column supported on four suitable legs, the central column being stayed by guys, the combination, with a square platform at the top, of diagonal guys as 2 passing from each corner of the platform to the anchor plates next adjoining to prevent twisting of the platform, substantially as described.
5. In a tower platform for a tower having a central column, the combination of the angle iron, D, bent to form a collar around the central column; the stay rods, a, passing to the top of the column andthe guys, Z, attached to the column below, substantially as described.
6. In a tower having a central column stayed by guys, the combination of a platform at the top with wires 2, attached to the platform running in lines at oblique angles to a plane passing through the central column and from opposite sides of the plane to prevent the tower from twisting.
7. In a tower, the combination, of a central support, E, having a socket to receive the legs and a socket for the vertical, central standard; the legs, B, fitted in the sockets anchor irons, A, with sockets to receive the lower ends of said legs; a central standard, 0, resting in its socket on the central support; a spring in said central socket under the standard to support the same; and guy wires, 0", in sets attached to the standards, 0, and anchor irons, A, substantially as described.
In witness whereof I have hereunto set my hand and seal in the presence of two witnesses.
GEORGE P. YOUMANS. [n s] 'WVitnesses:
M. B. WILLIAMS, EVELYN WEs'rBRooK.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT382688B (en) * 1985-01-17 1987-03-25 Thaller Heinrich Ing Mounting for a high-power wind converter or wind generator for the generation of electrical current

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT382688B (en) * 1985-01-17 1987-03-25 Thaller Heinrich Ing Mounting for a high-power wind converter or wind generator for the generation of electrical current

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