US3793794A - Stacked column - Google Patents
Stacked column Download PDFInfo
- Publication number
- US3793794A US3793794A US00289701A US3793794DA US3793794A US 3793794 A US3793794 A US 3793794A US 00289701 A US00289701 A US 00289701A US 3793794D A US3793794D A US 3793794DA US 3793794 A US3793794 A US 3793794A
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- United States
- Prior art keywords
- tube
- tubes
- rods
- concrete
- periphery
- Prior art date
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- Expired - Lifetime
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- 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
- E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
-
- 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
- E04H12/02—Structures made of specified materials
- E04H12/12—Structures made of specified materials of concrete or other stone-like material, with or without internal or external reinforcements, e.g. with metal coverings, with permanent form elements
Definitions
- Prior inventors have considered the possibility of using metallic, vertically aligned forms for the pouring and setting of concrete as columns. However, the forms were bolted to a rigid base and were not necessarily interlocked. Prior art does not show'developing a vertical column by pumping of concrete into interlocking, longitudinally aligned, overlapping sections which are secured to each other by abutting interior .and exterior ring means. The prior art does not show the stressing of these sections by means of placing longitudinally extending rods.
- FIG. 2 is an enlarged fragmentary vertical section of the interlocking of two such tubes
- FIG. 3 is a transverse section taken along section line 33 of FIG. 2;
- FIG. 4 is an enlarged fragmentary perspective of a bottom tube having vertically extending studs tackwelded to its inner lip;
- FIG. 5 is a fragmentary perspective of a top or smaller diameter tube having an outer lip encircling its bottom with a plurality of apertures complementally aligned with the vertical studs of the bottom or larger diameter tube;
- FIG. 6 is a fragmentary vertical section of a modification of invention, showing the use of overlapping, longitudinally extending tension rods;
- FIG. 7 is a transverse section taken along section line 7-7 of FIG. 6;
- FIG. 8 is a transverse section taken along section line 8--8 of FIG. 6;
- FIG. 9 is a side elevation of a column stressed on its tension side by means of longitudinally extending, overlapping tension rods,
- a stacked column 10 is illustrated as comprised of three tubes of varying diameter l2, l4, and 16, stacked so as to be interlocking.
- Top, smallest diameter tube 12 may have an air escape aperture 18 and bottom, larger diameter tube 16 may have a concrete pumping port 20 supported by means of flanges 22 and closable by means of sliding gate valve 24.
- the gate 24 may be threadedly attached to flanges 22 so as to be removable after closing of the gate valve 24.
- tube 12 may have an outer locking ring 30 tackwelded as at 32 at its bottom portion 28 so as to complementally abut lower section 14 inner ring 34 secured by welding or the like 36.
- a plurality of vertically extending studs 38 may be secured on top of ring 34 so as to engage corresponding apertures 42 in the outer ring 30 of section 12.
- Hexagonal lock nuts 40 or the like may be used to secure these elements together.
- the overlapping of tubes 12 and 14 defines an annulus 64 into which the pumped concrete entersand sets so as to further rigidize the tubes with respect to'each.
- top tube 12 may be provided with a plurality of longitudinally extending reinforcing rods 44, 46, 48 and 50, tackwelded as at 62 at their top and bottom.
- various other means of securing'the rods may be provided.
- Bottom section 14 is provided with a similar set of reinforcing rods 52, 54, 56 and 58 tackwelded as at 60 to the interior top and bottom of section 14'.
- the tension rods are formed in an arcuate array concentric with respect to the exterior of the tube and opposed. to the anticipated load which a utility pole or the like might place on the column, as illustrated in FIG. 9.
- a column comprised of at least two concrete filled stacked tubes of increasingly smaller diameter and including:
- a top tube having:
- a column comprised of at least three concrete i. an outer lip encircling its bottom periphery so as filled stacked tubes of increasingly smaller diameter as to complementally abut said inner lip of said botin claim 1. torn tube as said tubes are engaged;
- a column comprised of a plurality of concreteii. a plurality of longitudinally extending tension filled stacked tubes as in claim 2, overlapping portions rods secured to a stressed side of the interior of of said top tube and said bottom tube defining a periphsaid top tube at the top thereof and extending eral annulus about said bottom of said top tube so as to from said top to the bottom in parallel and overadmit concrete around the bottom interior and exterior lapping relationship with respect to the rods in of said tube. said bottom tube; and
- a column comprised of at least two stacked tubes C. lock means securing said inner and outer lips toof increasingly smaller diameter and including: gether.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Materials Engineering (AREA)
- Wood Science & Technology (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
A column comprised of a plurality of concrete-filled stacked tubes of increasingly smaller diameter, the tubes engaging each other in overlapping relationship and being secured by means of locking rings at the point of their engagement, prior to pumping the tube interiors with concrete. A modification of invention includes the positioning of longitudinally extending tension rods in the tubes on a tension and or compression side, so as to counteract anticipated load prior to pumping of concrete.
Description
United States Patent 1191 Archer et al;
STACKED COLUMN Inventors: Bill Archer, Meridian; John -L. Low, III, Laurel, both of Miss.
Assignee: Arlo, Inc., Laurel, Miss.
Filed: Sept. 15, 1972 Appl. No.: 289,701-
Int. Cl E04h 12/34 Field of Search 52/115, 40, 223 R, 224, 225, 52/296, 297, 725, 726, 724, 632
References Cited UNITED STATES PATENTS 5/1914 Entenmann 52/297 8/1965 Fiore 6/1966 Cripe 52/223 R Feb. 26, 1974 3,514,918 6/1970 Archer 52/223 R X FOREIGN PATENTS OR APPLlCATlONS 61 1,907 1 H1948 Great Britain 52/40 1,360,355 3/1964 France 52/296 Primary Examiner-Alfred C. Perham 57 ABSTRACT A column comprised of a plurality of concrete-filled stacked tubes of increasingly smaller diameter, the tubes engaging each other in overlapping relationship and being secured by means of locking rings at the point of their engagement, prior to pumping the tube interiors with concrete. A modification of invention includes the positioning of longitudinally extending tension rods in the tubes on a tension and or compression side, so as to counteract anticipated load prior to pumping of concrete.
4 Claims, 9 Drawing Figures ATENTEDfEms 1974 37 379 we: 2 m 2 FIG. 9 4
STACKED COLUMN CROSS REFERENCES TO RELATED APPLICATIONS Applicants use of the tension rods is an improvement upon the pretensioning characteristic capability disclosed in the earlier filed application entitled METHOD OF PRESTRESSING A COLUMN (US. Pat. No. 3,514,918). In this patent, stressing of the concrete-filled column was accomplished by drawing a tension from one of the extended sections away from the column, so as to bend the column away from its vertical axis and the anticipated load.-
BACKGROUND OF-THE INVENTION 1. Field of the Invention According to the presentinvention, utility poles of the type supporting an eccentric load for angle poles are stressed away from the anticipated eccentric load. For example, utility poles used in supporting power lines have a line angle converging at the pole. A deadend utility pole or.an utility pole supporting a long span adjacent to a short span are prestressed away from the anticipated load, eliminating the necessity for conventional guide wires or lateral supporting struts and the like.
2. Description'of the Prior Art Prior inventors have considered the possibility of using metallic, vertically aligned forms for the pouring and setting of concrete as columns. However, the forms were bolted to a rigid base and were not necessarily interlocked. Prior art does not show'developing a vertical column by pumping of concrete into interlocking, longitudinally aligned, overlapping sections which are secured to each other by abutting interior .and exterior ring means. The prior art does not show the stressing of these sections by means of placing longitudinally extending rods.
The most pertinent prior art is: SIEWERT 989,069 FROST 1,568,596 DILL 1,684,663 MANEY 2,660,049 J OELSON 212.189 (Sweden) SUMMARY OF .THE INVENTION BRIEF DESCRIPTION OF THE DRAWINGS FIG. I is a perspective view of acolumn-comprised of three stacked and overlapping tubes;
FIG. 2 is an enlarged fragmentary vertical section of the interlocking of two such tubes;
FIG. 3 is a transverse section taken along section line 33 of FIG. 2;
FIG. 4 is an enlarged fragmentary perspective of a bottom tube having vertically extending studs tackwelded to its inner lip;
FIG. 5 is a fragmentary perspective of a top or smaller diameter tube having an outer lip encircling its bottom with a plurality of apertures complementally aligned with the vertical studs of the bottom or larger diameter tube;
FIG. 6 is a fragmentary vertical section of a modification of invention, showing the use of overlapping, longitudinally extending tension rods;
FIG. 7 is a transverse section taken along section line 7-7 of FIG. 6;
FIG. 8 is a transverse section taken along section line 8--8 of FIG. 6; and
FIG. 9 is a side elevation of a column stressed on its tension side by means of longitudinally extending, overlapping tension rods,
In FIG. 1, a stacked column 10 is illustrated as comprised of three tubes of varying diameter l2, l4, and 16, stacked so as to be interlocking. Top, smallest diameter tube 12 may have an air escape aperture 18 and bottom, larger diameter tube 16 may have a concrete pumping port 20 supported by means of flanges 22 and closable by means of sliding gate valve 24. The gate 24 may be threadedly attached to flanges 22 so as to be removable after closing of the gate valve 24.
As illustrated in FIG. 2, tube 12 may have an outer locking ring 30 tackwelded as at 32 at its bottom portion 28 so as to complementally abut lower section 14 inner ring 34 secured by welding or the like 36. A plurality of vertically extending studs 38 may be secured on top of ring 34 so as to engage corresponding apertures 42 in the outer ring 30 of section 12. Hexagonal lock nuts 40 or the like may be used to secure these elements together. As will be apparent, the overlapping of tubes 12 and 14 defines an annulus 64 into which the pumped concrete entersand sets so as to further rigidize the tubes with respect to'each.
According to the modification illustrated in FIG. 6, top tube 12 may be provided with a plurality of longitudinally extending reinforcing rods 44, 46, 48 and 50, tackwelded as at 62 at their top and bottom. Manifestly, various other means of securing'the rods may be provided. Bottom section 14 is provided with a similar set of reinforcing rods 52, 54, 56 and 58 tackwelded as at 60 to the interior top and bottom of section 14'. As will be apparent in the sectional views shown in FIGS. 7 and 8, the tension rods are formed in an arcuate array concentric with respect to the exterior of the tube and opposed. to the anticipated load which a utility pole or the like might place on the column, as illustrated in FIG. 9.
Any number of such rods may be employed and their length, and cross-sectionalconfiguration may be varied without departing from the spirit of invention.
We claim:
. 1. A column comprised of at least two concrete filled stacked tubes of increasingly smaller diameter and including:
A. a bottom tube having:
i. an inner lip at itstop periphery;
ii. a plurality of longitudinally extending rods secured to stressed sides of the interior of said tube at the top thereof and extending parallel with respect to the periphery of said tube;
B. a top tube having:
i. an outer lip encircling its bottom periphery so as to complementally abut said inner lip of said bottom tube as said tubes are engaged;
ii. a plurality of longitudinally extending-rods secured to stressed sides of the interior of said top 3 4 tube at the top thereof, said rods in said top tube i. an inner lip at its top periphery; extending from the top thereof to the bottom in ii. a plurality of longitudinally extending rods separallel and overlapping relationship with recured to a stressed side of the interior of said spect to the rods in said bottom tube; and tube at the top thereof and extending parallel C. lock means securing said inner and outer lips to- 5 with respect to the periphery of said tube;
gether. B. a top tube having:
2. A column comprised of at least three concrete i. an outer lip encircling its bottom periphery so as filled stacked tubes of increasingly smaller diameter as to complementally abut said inner lip of said botin claim 1. torn tube as said tubes are engaged;
3. A column comprised of a plurality of concreteii. a plurality of longitudinally extending tension filled stacked tubes as in claim 2, overlapping portions rods secured to a stressed side of the interior of of said top tube and said bottom tube defining a periphsaid top tube at the top thereof and extending eral annulus about said bottom of said top tube so as to from said top to the bottom in parallel and overadmit concrete around the bottom interior and exterior lapping relationship with respect to the rods in of said tube. said bottom tube; and
4. A column comprised of at least two stacked tubes C. lock means securing said inner and outer lips toof increasingly smaller diameter and including: gether.
A. a bottom tube having:
Claims (4)
1. A column comprised of at least two concrete filled stacked tubes of increasingly smaller diameter and including: A. a bottom tube having: i. an inner lip at its top periphery; ii. a plurality of longitudinally extending rods secured to stressed sides of the interior of said tube at the top thereof and extending parallel with respect to the periphery of said tube; B. a top tube having: i. an outer lip encircling its bottom periphery so as to complementally abut said inner lip of said bottom tube as said tubes are engaged; ii. a plurality of longitudinally extending rods secured to stressed sides of the interior of said top tube at the top thereof, said rods in said top tube extending from the top thereof to the bottom in parallel and overlapping relationship with respect to the rods in said bottom tube; and C. lock means securing said inner and outer lips together.
2. A column comprised of at least three concrete filled stacked tubes of increasingly smaller diameter as in claim 1.
3. A column comprised of a plurality of concrete-filled stacked tubes as in claim 2, overlapping portions of said top tube and said bottom tube defining a peripheral annulus about said bottom of said top tube so as to admit concrete around the bottom interior and exterior of said tube.
4. A column comprised of at least two stacked tubes of increasinglY smaller diameter and including: A. a bottom tube having: i. an inner lip at its top periphery; ii. a plurality of longitudinally extending rods secured to a stressed side of the interior of said tube at the top thereof and extending parallel with respect to the periphery of said tube; B. a top tube having: i. an outer lip encircling its bottom periphery so as to complementally abut said inner lip of said bottom tube as said tubes are engaged; ii. a plurality of longitudinally extending tension rods secured to a stressed side of the interior of said top tube at the top thereof and extending from said top to the bottom in parallel and overlapping relationship with respect to the rods in said bottom tube; and C. lock means securing said inner and outer lips together.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US28970172A | 1972-09-15 | 1972-09-15 |
Publications (1)
Publication Number | Publication Date |
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US3793794A true US3793794A (en) | 1974-02-26 |
Family
ID=23112707
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US00289701A Expired - Lifetime US3793794A (en) | 1972-09-15 | 1972-09-15 | Stacked column |
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US (1) | US3793794A (en) |
Cited By (37)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3999353A (en) * | 1973-11-02 | 1976-12-28 | The Sanymetal Products Co., Inc. | Reversible pilaster shoes |
US4040216A (en) * | 1975-05-19 | 1977-08-09 | A & T Development Corporation | Pillars, walls and buildings |
US4173853A (en) * | 1978-08-28 | 1979-11-13 | Logan Gilbert J | Modular church steeple |
US4182454A (en) * | 1978-03-20 | 1980-01-08 | Tohms Gary R | Security stand for motorcycle |
US4272929A (en) * | 1979-08-23 | 1981-06-16 | Hanson Bror H | Tower and method of construction |
US4594824A (en) * | 1982-03-29 | 1986-06-17 | Over-Lowe Company, Inc. | Telescoping tower for floodlighting equipment and the like |
US4783940A (en) * | 1985-12-28 | 1988-11-15 | Shimizu Construction Co., Ltd. | Concrete filled steel tube column and method of constructing same |
US4864797A (en) * | 1988-04-01 | 1989-09-12 | Shumizu Construction Co., Ltd. | Concrete filled tube column and method of constructing same |
US5012622A (en) * | 1985-03-05 | 1991-05-07 | Shimizu Construction Co., Ltd. | Structural filler filled steel tube column |
US5572846A (en) * | 1995-01-31 | 1996-11-12 | Sosa Architectural Metal Corporation | Poster resistant pole |
US5687537A (en) * | 1996-05-24 | 1997-11-18 | Pi Rod Inc. | Modular antenna pole |
US6151851A (en) * | 1999-10-29 | 2000-11-28 | Carter; Michael M. | Stackable support column system and method for multistory building construction |
US6467233B1 (en) * | 2000-11-09 | 2002-10-22 | Beaird Industries, Inc | Wind tower |
US6470645B1 (en) * | 2000-11-09 | 2002-10-29 | Beaird Industries, Inc. | Method for making and erecting a wind tower |
US6532700B1 (en) * | 2000-11-09 | 2003-03-18 | Beaird Industries, Inc. | Flange with cut for wind tower |
GB2389621A (en) * | 2002-06-11 | 2003-12-17 | Mallatite Ltd | Method of reinforcing tubular columns |
US6672023B2 (en) * | 2000-09-27 | 2004-01-06 | Allan P. Henderson | Perimeter weighted foundation for wind turbines and the like |
US20040131428A1 (en) * | 2003-01-06 | 2004-07-08 | Henderson Allan P. | Pile anchor foundation |
WO2005005752A1 (en) * | 2003-07-08 | 2005-01-20 | Repower Systems Ag | Foundations for constructions |
US20060010825A1 (en) * | 2003-05-09 | 2006-01-19 | Nci Building Systems, L.P. | Multi-story building and method for construction thereof |
US20060123735A1 (en) * | 2003-04-09 | 2006-06-15 | Wolfgang Fuellhaas | Method for generating a substantially uninterrupted connection of the peripheral wall portions of two adjacent tubular segments |
US20060225379A1 (en) * | 2002-10-01 | 2006-10-12 | Marc Seidel | Modular kit for a wind turbine tower |
US20070269273A1 (en) * | 2003-12-15 | 2007-11-22 | Henderson Allan P | Post-tension pile anchor foundation and method therefor |
US20080302061A1 (en) * | 2007-06-05 | 2008-12-11 | Min-Ju Chung | Baluster made of recycled material |
US20090308019A1 (en) * | 2008-06-13 | 2009-12-17 | Tindall Corporation | Method and apparatus for fabrication of structures used in construction of tower base supports |
US20100071275A1 (en) * | 2008-09-25 | 2010-03-25 | General Electric Company | Design for flangeless wind tower |
US7762041B1 (en) * | 2004-11-03 | 2010-07-27 | Valmont Newmark, Inc. | Hybrid metal pole |
US20100231434A1 (en) * | 2006-09-22 | 2010-09-16 | Jonathan Pinto | Structure |
US20120066998A1 (en) * | 2010-09-21 | 2012-03-22 | Fuji Jukogyo Kabushiki Kaisha | Horizontal axis wind turbine |
US20120137622A1 (en) * | 2010-10-18 | 2012-06-07 | Rowan Warwick Patterson | Tower connector |
US20130156509A1 (en) * | 2011-11-28 | 2013-06-20 | Keystone Engineering, Inc. | Grouted cylindrical connection utilizing bearing surfaces for offshore monopile foundations |
US8511044B2 (en) | 2009-05-21 | 2013-08-20 | Alstom Wind, S.L.U. | Composite connection for a wind turbine tower structure |
CN103726711A (en) * | 2013-12-31 | 2014-04-16 | 国家电网公司 | Single column type derrick of electric transmission line |
US9995140B2 (en) * | 2013-11-22 | 2018-06-12 | Fci Holdings Delaware, Inc. | Yieldable prop with yieldable insert |
US20180179721A1 (en) * | 2015-05-27 | 2018-06-28 | Innogy Se | Method for constructing a foundation for a tower structure, and onshore tower structure |
US10508432B2 (en) * | 2018-04-24 | 2019-12-17 | Ss-20 Building Systems, Inc. | Connection for stacking post system for multistory building construction |
AT523623A1 (en) * | 2018-09-13 | 2021-09-15 | Frank Bollmann | Modular system for building, guiding and fastening elements of tubular structures and corresponding tubular structures |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1095197A (en) * | 1913-09-04 | 1914-05-05 | Ernst Entenmann | Base for masts and the like. |
GB611907A (en) * | 1943-11-01 | 1948-11-05 | Motor Columbus Sa D Entpr S El | Reinforced concrete lattice supports |
FR1360355A (en) * | 1963-03-29 | 1964-05-08 | Eclairage Et De Realisations U | Device for fixing masts, poles, candelabra, and other similar objects to the ground |
US3199300A (en) * | 1961-05-22 | 1965-08-10 | Foundation Specialties Inc | Pile construction |
US3257764A (en) * | 1962-09-27 | 1966-06-28 | Reynolds Metals Co | Bridge construction with girder having triangular intermediate and rectangular end cross-sectional configurations |
US3514918A (en) * | 1969-09-23 | 1970-06-02 | Bill Archer | Method of pre-stressing a column |
-
1972
- 1972-09-15 US US00289701A patent/US3793794A/en not_active Expired - Lifetime
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1095197A (en) * | 1913-09-04 | 1914-05-05 | Ernst Entenmann | Base for masts and the like. |
GB611907A (en) * | 1943-11-01 | 1948-11-05 | Motor Columbus Sa D Entpr S El | Reinforced concrete lattice supports |
US3199300A (en) * | 1961-05-22 | 1965-08-10 | Foundation Specialties Inc | Pile construction |
US3257764A (en) * | 1962-09-27 | 1966-06-28 | Reynolds Metals Co | Bridge construction with girder having triangular intermediate and rectangular end cross-sectional configurations |
FR1360355A (en) * | 1963-03-29 | 1964-05-08 | Eclairage Et De Realisations U | Device for fixing masts, poles, candelabra, and other similar objects to the ground |
US3514918A (en) * | 1969-09-23 | 1970-06-02 | Bill Archer | Method of pre-stressing a column |
Cited By (60)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3999353A (en) * | 1973-11-02 | 1976-12-28 | The Sanymetal Products Co., Inc. | Reversible pilaster shoes |
US4040216A (en) * | 1975-05-19 | 1977-08-09 | A & T Development Corporation | Pillars, walls and buildings |
US4182454A (en) * | 1978-03-20 | 1980-01-08 | Tohms Gary R | Security stand for motorcycle |
US4173853A (en) * | 1978-08-28 | 1979-11-13 | Logan Gilbert J | Modular church steeple |
US4272929A (en) * | 1979-08-23 | 1981-06-16 | Hanson Bror H | Tower and method of construction |
US4594824A (en) * | 1982-03-29 | 1986-06-17 | Over-Lowe Company, Inc. | Telescoping tower for floodlighting equipment and the like |
US5012622A (en) * | 1985-03-05 | 1991-05-07 | Shimizu Construction Co., Ltd. | Structural filler filled steel tube column |
US4783940A (en) * | 1985-12-28 | 1988-11-15 | Shimizu Construction Co., Ltd. | Concrete filled steel tube column and method of constructing same |
US4864797A (en) * | 1988-04-01 | 1989-09-12 | Shumizu Construction Co., Ltd. | Concrete filled tube column and method of constructing same |
US5572846A (en) * | 1995-01-31 | 1996-11-12 | Sosa Architectural Metal Corporation | Poster resistant pole |
US5687537A (en) * | 1996-05-24 | 1997-11-18 | Pi Rod Inc. | Modular antenna pole |
US6151851A (en) * | 1999-10-29 | 2000-11-28 | Carter; Michael M. | Stackable support column system and method for multistory building construction |
US6672023B2 (en) * | 2000-09-27 | 2004-01-06 | Allan P. Henderson | Perimeter weighted foundation for wind turbines and the like |
US7155875B2 (en) * | 2000-09-27 | 2007-01-02 | Henderson Allan P | Method of forming a perimeter weighted foundation for wind turbines and the like |
US6532700B1 (en) * | 2000-11-09 | 2003-03-18 | Beaird Industries, Inc. | Flange with cut for wind tower |
US6467233B1 (en) * | 2000-11-09 | 2002-10-22 | Beaird Industries, Inc | Wind tower |
US6470645B1 (en) * | 2000-11-09 | 2002-10-29 | Beaird Industries, Inc. | Method for making and erecting a wind tower |
GB2389621A (en) * | 2002-06-11 | 2003-12-17 | Mallatite Ltd | Method of reinforcing tubular columns |
US20060225379A1 (en) * | 2002-10-01 | 2006-10-12 | Marc Seidel | Modular kit for a wind turbine tower |
US8146320B2 (en) * | 2002-10-01 | 2012-04-03 | General Electric Company | Modular kit for a wind turbine tower |
US20040131428A1 (en) * | 2003-01-06 | 2004-07-08 | Henderson Allan P. | Pile anchor foundation |
US7533505B2 (en) | 2003-01-06 | 2009-05-19 | Henderson Allan P | Pile anchor foundation |
US7665273B2 (en) * | 2003-04-09 | 2010-02-23 | General Electric Company | Method for generating a substantially uninterrupted connection of the peripheral wall portions of two adjacent tubular segments |
US20060123735A1 (en) * | 2003-04-09 | 2006-06-15 | Wolfgang Fuellhaas | Method for generating a substantially uninterrupted connection of the peripheral wall portions of two adjacent tubular segments |
US9447573B2 (en) | 2003-05-09 | 2016-09-20 | Nci Group, Inc. | Multi-story building and method for construction thereof |
US7007431B2 (en) | 2003-05-09 | 2006-03-07 | Nci Building Systems, Lp | Multi-story building and method for construction thereof |
US20060010825A1 (en) * | 2003-05-09 | 2006-01-19 | Nci Building Systems, L.P. | Multi-story building and method for construction thereof |
US20060185279A1 (en) * | 2003-07-08 | 2006-08-24 | Repower Systems Ag | Foundations for constructions |
GB2418696B (en) * | 2003-07-08 | 2007-04-04 | Repower Systems Ag | Foundation for constructions |
GB2418696A (en) * | 2003-07-08 | 2006-04-05 | Repower Systems Ag | Foundations for constructions |
WO2005005752A1 (en) * | 2003-07-08 | 2005-01-20 | Repower Systems Ag | Foundations for constructions |
US7618217B2 (en) * | 2003-12-15 | 2009-11-17 | Henderson Allan P | Post-tension pile anchor foundation and method therefor |
US20070269273A1 (en) * | 2003-12-15 | 2007-11-22 | Henderson Allan P | Post-tension pile anchor foundation and method therefor |
US7762041B1 (en) * | 2004-11-03 | 2010-07-27 | Valmont Newmark, Inc. | Hybrid metal pole |
US20100231434A1 (en) * | 2006-09-22 | 2010-09-16 | Jonathan Pinto | Structure |
US20080302061A1 (en) * | 2007-06-05 | 2008-12-11 | Min-Ju Chung | Baluster made of recycled material |
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US8322093B2 (en) | 2008-06-13 | 2012-12-04 | Tindall Corporation | Base support for wind-driven power generators |
US8458970B2 (en) | 2008-06-13 | 2013-06-11 | Tindall Corporation | Base support for wind-driven power generators |
US8056297B2 (en) * | 2008-09-25 | 2011-11-15 | General Electric Company | Flangeless wind tower |
US20100071275A1 (en) * | 2008-09-25 | 2010-03-25 | General Electric Company | Design for flangeless wind tower |
US8511044B2 (en) | 2009-05-21 | 2013-08-20 | Alstom Wind, S.L.U. | Composite connection for a wind turbine tower structure |
US20120066998A1 (en) * | 2010-09-21 | 2012-03-22 | Fuji Jukogyo Kabushiki Kaisha | Horizontal axis wind turbine |
US20120137622A1 (en) * | 2010-10-18 | 2012-06-07 | Rowan Warwick Patterson | Tower connector |
US8578681B2 (en) * | 2010-10-18 | 2013-11-12 | Claxton Engineering Services Limited | Tower connector |
US20130156509A1 (en) * | 2011-11-28 | 2013-06-20 | Keystone Engineering, Inc. | Grouted cylindrical connection utilizing bearing surfaces for offshore monopile foundations |
US8888414B2 (en) * | 2011-11-28 | 2014-11-18 | Keystone Engineering, Inc. | Grouted cylindrical connection utilizing bearing surfaces for offshore monopile foundations |
US9995140B2 (en) * | 2013-11-22 | 2018-06-12 | Fci Holdings Delaware, Inc. | Yieldable prop with yieldable insert |
CN103726711A (en) * | 2013-12-31 | 2014-04-16 | 国家电网公司 | Single column type derrick of electric transmission line |
CN103726711B (en) * | 2013-12-31 | 2016-04-20 | 国家电网公司 | A kind of single column type derrick of electric transmission line |
US20180179721A1 (en) * | 2015-05-27 | 2018-06-28 | Innogy Se | Method for constructing a foundation for a tower structure, and onshore tower structure |
US10590620B2 (en) * | 2015-05-27 | 2020-03-17 | Innogy Se | Method for constructing a foundation for a tower structure, and onshore tower structure |
US10508432B2 (en) * | 2018-04-24 | 2019-12-17 | Ss-20 Building Systems, Inc. | Connection for stacking post system for multistory building construction |
AT523623A1 (en) * | 2018-09-13 | 2021-09-15 | Frank Bollmann | Modular system for building, guiding and fastening elements of tubular structures and corresponding tubular structures |
AT523623B1 (en) * | 2018-09-13 | 2022-02-15 | Frank Bollmann | Modular system for building, guiding and fixing elements of tubular structures and relative tubular structure |
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