US1092503A - Steel tower or derrick. - Google Patents
Steel tower or derrick. Download PDFInfo
- Publication number
- US1092503A US1092503A US69226112A US1912692261A US1092503A US 1092503 A US1092503 A US 1092503A US 69226112 A US69226112 A US 69226112A US 1912692261 A US1912692261 A US 1912692261A US 1092503 A US1092503 A US 1092503A
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- US
- United States
- Prior art keywords
- flanges
- derrick
- clamp
- braces
- girts
- 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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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
-
- 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
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/34—Branched
- Y10T403/341—Three or more radiating members
- Y10T403/345—Coplanar
Definitions
- FIG. 1 is a longitudinal section through-one of the I improved clamps, showing the ends of the derrick braces and girts secured thereto;
- Fig. 2 is a horizontal section on. the line 2-*2, Fig. 1.;
- Fig. 3 is a plan of the punched blank from which the clamp is formed;
- Fig. 4 is an elevation of the clamp, viewed from .the right, Fig. 2, and
- Fig. 5 is a detail view of a modified form of bolt.
- the present invention comprises an im-.
- the present improvement relates to the olamp or socket for uniting'adjacent leg sections pr ⁇ securing girts and braces thereto.
- the tower or derrick itself except as to the clamp or socket, is intended to be constructed as shown and described in the aforesaid atcnt to Neill and isconstructedentirely 0 metal tubes in order to get maximum strength with minimum weight.
- the derrick is intended to be iirovided with foli-r legs, inclined as that the derrick tapers from its-top, Qhe being composed of sections of tubes, as is usual.
- leg sections Two the length of 'the height of:a panel, meeting ends of adjacent ieg sections being secured in clamps or sockets to which the braces and girts of thederrick are secured, other clamps being secured about midway of each leg section for the attachment of intermediate girts and braces, as described in my Patent No. 1,015,821, referred to.
- That patent shows and describes a clamp or socket which is free from interior securing together the meeting ends of adjacent leg sections but also may be slipped over the leg sections and used as the intermediate clamps.
- the present clamp is susceptible of similar use and its interior surface issmooth and imperforate and is not obstructed by ribs, bosses, or other projections, so that it can be clamped to adjacent leg sections or intermediate the ends of a,
- the present clamp or socket is also formed of forged metal, preferably plate metal, as
- Each clamp or socket 7 is practically a ube'or sleeve split or slotted on one slde, as at 8, from to to bottom, or lon itudinally, and provi ed at the edges of t e slit or opening with flanges or cars 9. These are preferably integral with .the tube or sleeve forming the body of the clam-p.
- the flanges or ears 9 are spaced from each other around the tube and are each provided with twosets of perforations pr apertures 10 and 11, thefirst set being disposed in line along sli ht-ly spaced from the edge of the slit 8 Iii-the drewlng one of the legsections is I re erred to.' he perforations or apertures 11 of the s H d set are in line with each other 'nally of spaced along the outer e:
- the apertures of the respective sets are in staggered relation to each other, for a purpcs to be described.
- the first set of apertures 10 is provided to receive compression bolts 12. These may be straight from end to end, in which case ordinary beveled. washers will be placed on each end oi he bolts between the heads and nuts and the flanges 9, but preferably are curved to conform to the curvature of the leg sections. They may be provided at one end with round heads 13, and at the other end threaded, as at 14, to receive ordinary nuts 15, as illustrated in Fig. 2, or may be threaded at each end to receive the nuts 1.5, as shown in Fig. 5. That portion of each compression bolt 12 adjacent to the head 13 the space therebetween.
- the apertures 11 of the second set are non-circular in the same manner as apertures 10 and are provided to permit the securement of girts and braces 17 to the clamps or sockets 7. These are secured in the manner shown. in Fig.2, that is to say, the girts and braces are placed against the adjoining faces of the flanges 9 and within Each. girl; and brace 17 is preferably formed as a tube with its end. portion, flattened, as at 18, and perforated.
- the girts and braces are secured to the flanges 9 by ordinary clamping bolts l9, and nuts 20, the round heads of the bolts 19 being placed on the outside surfaces of the flanges 9, and the shanks thereof being non-circular to lit the non-circular apertures l1, and are thereby held from turning so that the nuts can be tightened up with the use of only a single wrench.
- the clamp or socket described is preferably formed from plate metal, although it may be formed by forging or partly by rolling and then by pressing or bending.
- the preferred method of manufacture of the clamp consists in punching or shearing a flat plate to the shape indicated in Fi This plate is then punched with the holes .10 and 11 for the compression bolts 12 and clamping bolts 19, after which the plate is heated and subjected to suitable die processcs to bend the body portion of the plate to form the tube or sleeve 7 and bend the flanges 9' radially with reference to the opening in the sleeve.- It will of course be understoodthat the space or distance between the flanges 9 is determined by the character of derrick with which it is used.
- sample, in the oi tour-sided derl are spaced substantially 90 degrees apart, as in the embodiment shown, while with a three-sided derrick the flanges are 60 degrees apart, and in a twoserted through the apertures 10 and the nuts'
- the sleeve is x 15 partly threaded thereon. then slipped over a standing leg section and the nuts 15 on the lower compressionbolts 12 tightened up to clamp this end of the sleeve thereto.
- the upper leg section is then I 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 or prevent this, after which the upper compression bolts 12 are tightened to clamp the upper leg section.
- a clamp is slipped over the upper end of the leg section and down to where it is desired to secure the-girts and braces, after which it is securely clamped to the leg section.
- the metal of the clamp is of sutticient resiliency to enable it to be sprung open and clasped around the tube from the side. This permits girts and braces to be secured to intermediate portions of the leg sections after erection has progressed so far that the clamp can not be slipped over the end of the tube.
- the present type of clamp dispenses entirely with the punched out ears of my prior patent referred to. It is therefore much cheaper to construct, and in use, is considerably stronger.
- the body portion of the sleeve or tube is imperforatc and has a much greater frictional grasp upon the leg sections.
- the girts and braces are secured to the inner faces of the flanges 9, and the round heads of the bolts 19 are placed on the outer faces of the flanges as stated.
- the attachment of the girts and braces tothe same flanges through which the compression braces upon itstlange assists in more tightly The l strain imposed by each of the girts and drawing the sleeve around the leg sections.
- the girtsand braces are all attached to the same flange, they mutually strengthen one another, and the entire flange offers resistance to the lateral bending of each one of the girts and braces, a result which could not be obtained if a separate flange or ear were provided for each girt or brace.
- each flange there are provided four apertures 10 and three apertures 11. These are in staggered relation to each other, as described, so that there Will be no interference in turning the nuts on the bolts in the respective sets of apertures.
- the perforations in the flanges 9 aremoreover spaced from each other .and the metal of the flange is not so weakened as if the perforations were directly opposite to each other.
- a clamp for towers, derricks and the like comprising an imperforate, cylindrical, resilient sleeve adapted to be clamped upon a tubular leg section, said sleeve being open or slotted longitudinally at one side, and at the edges of the opening or slot having outwardly extending radially disposed integral flanges, said flanges being each provided with two longitudinal rows of apertures, the inner row for receiving a plurality of bent compression bolts spanning the space between said flanges, and the outer row for the attachment to the clamp of a plurality of girts and braces, the width of said opening or slot between said flanges being less than the internal diameter of said sleeve, and said clamp being adapted either to be placed endwise over the end of a leg section or to be placed sidewise upon the same.
- a tower, derrick or the like comprising tubular leg sections arranged to abut each other at their ends, an imperforate, cylindricalsleeve surrounding said leg sections at their meeting ends and having an unbroken interior clamping surface extending around more than half the circumference of'said leg sections and provided with radially disposed flanges, said sleeve and flanges being formed of resilient material, said flanges being provided with inner and outer sets of longitudinally spaced perforations, bent compression bolts in the inner set of perforations spanning the space between said flanges and firmly securing the clamp to the leg sections and the leg sections to each other, girts andbraces fitting the inner adjacent faces of the flanges, and bolts passing through' said girts and braces and said outer set of perforations, the distance between said flanges adjacent to said sleeve being less than the external diameter of said tubular leg sections.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Clamps And Clips (AREA)
Description
L. C. MOORE.
STEEL TOWER OR DERRICK. AiPLIGATION FILED 1122.22, 1912.
1,092,503; Patented Apr. 7, 191;
4 H' 1 i 1 C i .i f 1? i m I 0 Q 3 7 wnm-zsses imam-ma 2o derrick are comparatively smooth and free To all whom it may concern '1 min 0. MOORE, or nrrsnuaen, PENNsYLvaNu.
STEEL TOWER OR DERRICK.
stamina of Letters Patent.
Patented Apr. 7, 1914.
, Appiicationailed llprll 22, 1912. 8eria1No.002,261.
Be it known that I, LEE C. MooRn, a resi dent of Pittsburgh, in the county of Allegheny and State of Pennsylvania,"- have 1nve'nted a new and useful Improvement in braces thereto, which clamp is formed of forged metal,-is light andstrong, and can be cheaply manufactured and clamped very tightly to theleg sections and in (which. the exposed parts on the outside of the tower or of projections and obstructions.
Y The invention comprises the construction and arrangement ofparts hereinafter described and claimed. r I
' In the accompanying drawingsjFigure 1 is a longitudinal section through-one of the I improved clamps, showing the ends of the derrick braces and girts secured thereto; Fig. 2 is a horizontal section on. the line 2-*2, Fig. 1.; Fig. 3 is a plan of the punched blank from which the clamp is formed; Fig. 4 is an elevation of the clamp, viewed from .the right, Fig. 2, and Fig. 5 is a detail view of a modified form of bolt.
The present invention comprises an im-.
provement upon the tower or derrick.construction described and claimed in the patents granted September 7, 1909, to Thomas A. Neill, No. 933,386, and January 30, 1912,
to myself, No. 1,015,821. The present improvement relates to the olamp or socket for uniting'adjacent leg sections pr} securing girts and braces thereto.
The tower or derrick itself, except as to the clamp or socket, is intended to be constructed as shown and described in the aforesaid atcnt to Neill and isconstructedentirely 0 metal tubes in order to get maximum strength with minimum weight. With the specific cla p illustrated the derrick is intended to be iirovided with foli-r legs, inclined as that the derrick tapers from its-top, Qhe being composed of sections of tubes, as is usual.
indicated by 5 and the other leg section by 6. These'can be easily out off exactly s uare so asto abut each other endwise aroulfii the entire circumference of the tubes. In build- .ing up derricks it is customary to make the leg sections twice the length of 'the height of:a panel, meeting ends of adjacent ieg sections being secured in clamps or sockets to which the braces and girts of thederrick are secured, other clamps being secured about midway of each leg section for the attachment of intermediate girts and braces, as described in my Patent No. 1,015,821, referred to. That patent shows and describes a clamp or socket which is free from interior securing together the meeting ends of adjacent leg sections but also may be slipped over the leg sections and used as the intermediate clamps. The present clamp is susceptible of similar use and its interior surface issmooth and imperforate and is not obstructed by ribs, bosses, or other projections, so that it can be clamped to adjacent leg sections or intermediate the ends of a,
single section. It also has as much, if not ribs .or bosses and may be used not only for,
more, surface contacting with and friction- 4 ally grasping the leg sections than theconstruction shown and described in myp atent referred to.
The present clamp or socket is also formed of forged metal, preferably plate metal, as
in my patent aforesaid, such metal being not only lighter than cast metal but yield ing, so that the clamps or sockets can be drawn verytightly around the leg sections, thereby absolutely preventing movement of the leg sections and preventing failure of the derrick froni this cause.
Each clamp or socket 7 is practically a ube'or sleeve split or slotted on one slde, as at 8, from to to bottom, or lon itudinally, and provi ed at the edges of t e slit or opening with flanges or cars 9. These are preferably integral with .the tube or sleeve forming the body of the clam-p. The flanges or ears 9 are spaced from each other around the tube and are each provided with twosets of perforations pr apertures 10 and 11, thefirst set being disposed in line along sli ht-ly spaced from the edge of the slit 8 Iii-the drewlng one of the legsections is I re erred to.' he perforations or apertures 11 of the s H d set are in line with each other 'nally of spaced along the outer e:
i s i f STATES PATENT erahly, and as indicated in Fig. 3, the apertures of the respective sets are in staggered relation to each other, for a purpcs to be described.
The first set of apertures 10 is provided to receive compression bolts 12. These may be straight from end to end, in which case ordinary beveled. washers will be placed on each end oi he bolts between the heads and nuts and the flanges 9, but preferably are curved to conform to the curvature of the leg sections. They may be provided at one end with round heads 13, and at the other end threaded, as at 14, to receive ordinary nuts 15, as illustrated in Fig. 2, or may be threaded at each end to receive the nuts 1.5, as shown in Fig. 5. That portion of each compression bolt 12 adjacent to the head 13 the space therebetween.
and passing through the aperture 10 is straight and preferably noncirculanas at 16, to lit the non-circu1ar,apertures 10. At the other end of each bolt the threaded por-, tion 14 passing through'the flanges 9 is also straight so" that the nuts 15 will work easily on the threads.
The apertures 11 of the second set are non-circular in the same manner as apertures 10 and are provided to permit the securement of girts and braces 17 to the clamps or sockets 7. These are secured in the manner shown. in Fig.2, that is to say, the girts and braces are placed against the adjoining faces of the flanges 9 and within Each. girl; and brace 17 is preferably formed as a tube with its end. portion, flattened, as at 18, and perforated. The girts and braces are secured to the flanges 9 by ordinary clamping bolts l9, and nuts 20, the round heads of the bolts 19 being placed on the outside surfaces of the flanges 9, and the shanks thereof being non-circular to lit the non-circular apertures l1, and are thereby held from turning so that the nuts can be tightened up with the use of only a single wrench.
The clamp or socket described is preferably formed from plate metal, although it may be formed by forging or partly by rolling and then by pressing or bending. The preferred method of manufacture of the clamp consists in punching or shearing a flat plate to the shape indicated in Fi This plate is then punched with the holes .10 and 11 for the compression bolts 12 and clamping bolts 19, after which the plate is heated and subjected to suitable die processcs to bend the body portion of the plate to form the tube or sleeve 7 and bend the flanges 9' radially with reference to the opening in the sleeve.- It will of course be understoodthat the space or distance between the flanges 9 is determined by the character of derrick with which it is used.
sample, in the oi tour-sided derl) are spaced substantially 90 degrees apart, as in the embodiment shown, while with a three-sided derrick the flanges are 60 degrees apart, and in a twoserted through the apertures 10 and the nuts' The sleeve is x 15 partly threaded thereon. then slipped over a standing leg section and the nuts 15 on the lower compressionbolts 12 tightened up to clamp this end of the sleeve thereto. The upper leg section is then I 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 or prevent this, after which the upper compression bolts 12 are tightened to clamp the upper leg section. If it is desired to secure girts and braces to a leg section intermediateits ends, a clamp is slipped over the upper end of the leg section and down to where it is desired to secure the-girts and braces, after which it is securely clamped to the leg section. The metal of the clamp is of sutticient resiliency to enable it to be sprung open and clasped around the tube from the side. This permits girts and braces to be secured to intermediate portions of the leg sections after erection has progressed so far that the clamp can not be slipped over the end of the tube.
In this manner the same sleeves can be used for boththe intermediate clamps and for.
the end clamps, making it unnecessary to venting loss of time which is occasioned by,
workmen taking the wrong sleeve for any one part of the tower or derrick.
The present type of clamp dispenses entirely with the punched out ears of my prior patent referred to. It is therefore much cheaper to construct, and in use, is considerably stronger. The body portion of the sleeve or tube is imperforatc and has a much greater frictional grasp upon the leg sections. The girts and braces are secured to the inner faces of the flanges 9, and the round heads of the bolts 19 are placed on the outer faces of the flanges as stated. Moreover, there are no projections on the outer surface of the tube or sleeve 7. For these reasons the parts of a joint exposed on the outside of the derrick or tower are practically smooth and no sharp corners exist to catch the clothing of workmen climbing around the derrick in the erection-of the same. Moreover, the attachment of the girts and braces tothe same flanges through which the compression braces upon itstlange assists in more tightly The l strain imposed by each of the girts and drawing the sleeve around the leg sections. Moreover, since the girtsand braces are all attached to the same flange, they mutually strengthen one another, and the entire flange offers resistance to the lateral bending of each one of the girts and braces, a result which could not be obtained if a separate flange or ear were provided for each girt or brace.
In the embodiment illustrated four compression bolts 12and' six girts, braces and apertures therefor are illustrated. In other words, in each flange there are provided four apertures 10 and three apertures 11. These are in staggered relation to each other, as described, so that there Will be no interference in turning the nuts on the bolts in the respective sets of apertures. The perforations in the flanges 9 aremoreover spaced from each other .and the metal of the flange is not so weakened as if the perforations were directly opposite to each other.
It will of course be understood that various changes may be made in the shape or proportions and relations of the parts Without departing from the spirit of the invention.
What I claim is 1. A clamp for towers, derricks and the like, comprising an imperforate, cylindrical, resilient sleeve adapted to be clamped upon a tubular leg section, said sleeve being open or slotted longitudinally at one side, and at the edges of the opening or slot having outwardly extending radially disposed integral flanges, said flanges being each provided with two longitudinal rows of apertures, the inner row for receiving a plurality of bent compression bolts spanning the space between said flanges, and the outer row for the attachment to the clamp of a plurality of girts and braces, the width of said opening or slot between said flanges being less than the internal diameter of said sleeve, and said clamp being adapted either to be placed endwise over the end of a leg section or to be placed sidewise upon the same.
2. A tower, derrick or the like, comprising tubular leg sections arranged to abut each other at their ends, an imperforate, cylindricalsleeve surrounding said leg sections at their meeting ends and having an unbroken interior clamping surface extending around more than half the circumference of'said leg sections and provided with radially disposed flanges, said sleeve and flanges being formed of resilient material, said flanges being provided with inner and outer sets of longitudinally spaced perforations, bent compression bolts in the inner set of perforations spanning the space between said flanges and firmly securing the clamp to the leg sections and the leg sections to each other, girts andbraces fitting the inner adjacent faces of the flanges, and bolts passing through' said girts and braces and said outer set of perforations, the distance between said flanges adjacent to said sleeve being less than the external diameter of said tubular leg sections.
In testimony whereof, I have hereunto set my hand.
LEE G. MOORE. WVitnesses:
Emma L. HYDE, WILLIAM B. VVHARTON. v
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US69226112A US1092503A (en) | 1912-04-22 | 1912-04-22 | Steel tower or derrick. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US69226112A US1092503A (en) | 1912-04-22 | 1912-04-22 | Steel tower or derrick. |
Publications (1)
Publication Number | Publication Date |
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US1092503A true US1092503A (en) | 1914-04-07 |
Family
ID=3160715
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US69226112A Expired - Lifetime US1092503A (en) | 1912-04-22 | 1912-04-22 | Steel tower or derrick. |
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US (1) | US1092503A (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4435489A1 (en) * | 1994-10-04 | 1996-04-11 | Abb Patent Gmbh | Exchange of main diagonal strut of power-line pylon using auxiliary girder |
DE4435488A1 (en) * | 1994-10-04 | 1996-04-11 | Abb Patent Gmbh | Exchanging girders attachment gusset on pylon tower for HV overhead lines |
US6223494B1 (en) * | 1998-03-12 | 2001-05-01 | Gary L. Bright | Structural connector |
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 |
US20080110104A1 (en) * | 2006-11-09 | 2008-05-15 | Eisenmann Anlagenbau Gmbh & Co. Kg | Large-capacity booth for the treatment, in particular the spraying and/or drying, of workpieces |
US20100005752A1 (en) * | 2008-07-09 | 2010-01-14 | Skyfuel, Inc. | Space Frame Connector |
US20100032016A1 (en) * | 2008-07-09 | 2010-02-11 | Gee Randall C | Solar collectors having slidably removable reflective panels for use in solar thermal applications |
US20100043776A1 (en) * | 2008-08-22 | 2010-02-25 | Skyfuel, Inc. | Hydraulic-Based Rotational System for Solar Concentrators that Resists High Wind Loads Without a Mechanical Lock |
US20100199972A1 (en) * | 2009-01-14 | 2010-08-12 | Skyfuel, Inc. | Apparatus and Method for Building Linear Solar Collectors Directly from Rolls of Reflective Laminate Material |
-
1912
- 1912-04-22 US US69226112A patent/US1092503A/en not_active Expired - Lifetime
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4435489A1 (en) * | 1994-10-04 | 1996-04-11 | Abb Patent Gmbh | Exchange of main diagonal strut of power-line pylon using auxiliary girder |
DE4435488A1 (en) * | 1994-10-04 | 1996-04-11 | Abb Patent Gmbh | Exchanging girders attachment gusset on pylon tower for HV overhead lines |
US6223494B1 (en) * | 1998-03-12 | 2001-05-01 | Gary L. Bright | Structural connector |
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 |
US8156689B2 (en) * | 2006-11-09 | 2012-04-17 | Eisenmann Ag | Large-capacity booth for the treatment, in particular the spraying and/or drying, of workpieces |
US20080110104A1 (en) * | 2006-11-09 | 2008-05-15 | Eisenmann Anlagenbau Gmbh & Co. Kg | Large-capacity booth for the treatment, in particular the spraying and/or drying, of workpieces |
US20100005752A1 (en) * | 2008-07-09 | 2010-01-14 | Skyfuel, Inc. | Space Frame Connector |
US20100032016A1 (en) * | 2008-07-09 | 2010-02-11 | Gee Randall C | Solar collectors having slidably removable reflective panels for use in solar thermal applications |
US8479463B2 (en) | 2008-07-09 | 2013-07-09 | Skyfuel, Inc. | Solar collectors having slidably removable reflective panels for use in solar thermal applications |
US8739492B2 (en) | 2008-07-09 | 2014-06-03 | Skyfuel, Inc. | Space frame connector |
US8850755B2 (en) | 2008-07-09 | 2014-10-07 | Skyfuel, Inc. | Solar collectors having slidably removable reflective panels for use in solar thermal applications |
US20100043776A1 (en) * | 2008-08-22 | 2010-02-25 | Skyfuel, Inc. | Hydraulic-Based Rotational System for Solar Concentrators that Resists High Wind Loads Without a Mechanical Lock |
US8904774B2 (en) | 2008-08-22 | 2014-12-09 | Skyfuel, Inc. | Hydraulic-based rotational system for solar concentrators that resists high wind loads without a mechanical lock |
US20100199972A1 (en) * | 2009-01-14 | 2010-08-12 | Skyfuel, Inc. | Apparatus and Method for Building Linear Solar Collectors Directly from Rolls of Reflective Laminate Material |
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