US20080184653A1 - Truss Tower Leg Reinforcing System - Google Patents
Truss Tower Leg Reinforcing System Download PDFInfo
- Publication number
- US20080184653A1 US20080184653A1 US11/871,288 US87128807A US2008184653A1 US 20080184653 A1 US20080184653 A1 US 20080184653A1 US 87128807 A US87128807 A US 87128807A US 2008184653 A1 US2008184653 A1 US 2008184653A1
- Authority
- US
- United States
- Prior art keywords
- column
- truss column
- truss
- reinforcing
- pipe
- 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.)
- Abandoned
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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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- 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
-
- 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
- E04H12/08—Structures made of specified materials of metal
- E04H12/10—Truss-like structures
Definitions
- a method of reinforcing a triangular truss column comprising: providing two generally vertical pipe reinforcing columns each having a first pipe reinforcing plate attached at the top of the column and a second pipe reinforcing plate at the bottom of the column; attaching the first pipe reinforcement plate to a first existing plate of the triangular truss column; attaching the second pipe reinforcement plate to a second existing plate of the triangular truss column; and connecting each vertical pipe reinforcing column to the truss column at one or more connection points along the pipe reinforcing column length.
- a reinforced triangular truss column having two generally vertical pipe reinforcing columns attached to the outside of a portion of a triangular truss column.
- the pipe reinforcing columns are connected to the truss column in the vertical direction using any suitable means as known in the art without undue experimentation. Some examples are described and shown herein.
- a metal strap or band that spans one side of the triangular truss column is connected to two legs of the triangular truss column.
- the strap or band may be connected to the legs of the triangular truss column using any suitable means, including bolts.
- the band or strap is any suitable width and thickness that provides the desired amount of support. It is not necessary, and is not preferred, that the metal strap be so wide that that it results in wind resistance or excess weight.
- the pipe reinforcing columns are connected to the truss column using a band or strap which surrounds the truss column and the pipe reinforcing columns.
- the pipe reinforcing plates are attached to the existing plate of the triangular truss column using bolts.
- the pipe reinforcing column may be made from any suitable material, and do not need to be made from the same material.
- Each pipe reinforcing column may be hollow or solid.
- “generally vertical” or “generally horizontal” indicates the direction does not need to be exactly vertical or exactly horizontal with respect to a fixed point, but includes those situations where there is a small amount of variance, for example, ⁇ 10 degrees of variance. Other degrees of variance are included, for example ⁇ 5, ⁇ 15 and ⁇ 20 and all intermediate ranges and values therein.
- FIG. 1 shows one embodiment of the invention in three views.
- a single truss column is constructed of three individual solid round bars shop-welded at the top and bottom to a common plate. These three solid bars are connected to each other with horizontal and diagonal bracing forming a three-dimensional triangular truss. It requires three truss columns to form a single triangular tower section. These tower sections are then stacked vertically and bolted together at the truss column plates.
- the truss column is no longer comprised of just three solid round rods but is now is comprised of the original three solid round rods plus two round pipes which may be hollow.
- FIG. 1 shows one embodiment of the invention. Elevation 1 shows a large-scale view. Elevation 1 shows two sections, section 2 and section 3 , also shown in FIG. 1 . Section 2 shows the use of the invention at the existing tower leg splice plate, as described herein. Section 3 shows an intermediate brace, as described herein.
- All elements of the invention may be made from any suitable material, as known to one of ordinary skill in the art.
- the materials used may depend on the environment where the tower is used, as known in the art.
- the diameters of the vertical pipes may vary, depending on the application.
- the vertical pipes may be made from any suitable material, as known to one of ordinary skill in the art.
- the vertical pipes may be metal, composite or polymer, for example.
- the vertical pipes may be hollow or solid.
- the connecting bands may be constructed from any suitable material, as known to one of ordinary skill in the art.
Landscapes
- 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)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
A reinforced triangular truss column having two vertical pipe reinforcing columns added to the three rods of the truss column is provided. Also provided is a method of reinforcing triangular truss columns comprising adding two vertical pipe reinforcing columns to a triangular truss column.
Description
- This application claims priority to U.S. provisional application 60/829,451, filed Oct. 13, 2006, which is hereby incorporated by reference herein.
- Several communication tower manufacturers construct triangular self-supporting towers utilizing vertical columns constructed of triangular trusses. These tower columns (often referred to as the tower legs) resemble miniature triangular shop-welded tower sections. When additional loads are added to the tower, these truss legs may no longer be adequate to safely support the calculated tensile or compressive loads. To alleviate this overstress, the structural capacity of the truss columns must be enhanced. Field welding additional steel onto these truss legs is expensive and creates the potential for several problems. The heat of the welding operation destroys the galvanized coating on the existing steel members creating a corrosion problem. The heat of the welding operation may warp the existing steel and the sparks create a fire hazard. This invention was developed to address these problems.
- Provided is a method of reinforcing a triangular truss column comprising: providing two generally vertical pipe reinforcing columns each having a first pipe reinforcing plate attached at the top of the column and a second pipe reinforcing plate at the bottom of the column; attaching the first pipe reinforcement plate to a first existing plate of the triangular truss column; attaching the second pipe reinforcement plate to a second existing plate of the triangular truss column; and connecting each vertical pipe reinforcing column to the truss column at one or more connection points along the pipe reinforcing column length. Also provided is a reinforced triangular truss column having two generally vertical pipe reinforcing columns attached to the outside of a portion of a triangular truss column.
- The pipe reinforcing columns are connected to the truss column in the vertical direction using any suitable means as known in the art without undue experimentation. Some examples are described and shown herein. As one example, a metal strap or band that spans one side of the triangular truss column is connected to two legs of the triangular truss column. The strap or band may be connected to the legs of the triangular truss column using any suitable means, including bolts. The band or strap is any suitable width and thickness that provides the desired amount of support. It is not necessary, and is not preferred, that the metal strap be so wide that that it results in wind resistance or excess weight. In another embodiment, the pipe reinforcing columns are connected to the truss column using a band or strap which surrounds the truss column and the pipe reinforcing columns.
- In one embodiment, the pipe reinforcing plates are attached to the existing plate of the triangular truss column using bolts. The pipe reinforcing column may be made from any suitable material, and do not need to be made from the same material. Each pipe reinforcing column may be hollow or solid.
- As used herein, “generally vertical” or “generally horizontal” indicates the direction does not need to be exactly vertical or exactly horizontal with respect to a fixed point, but includes those situations where there is a small amount of variance, for example, ±10 degrees of variance. Other degrees of variance are included, for example ±5, ±15 and ±20 and all intermediate ranges and values therein.
-
FIG. 1 shows one embodiment of the invention in three views. - A single truss column is constructed of three individual solid round bars shop-welded at the top and bottom to a common plate. These three solid bars are connected to each other with horizontal and diagonal bracing forming a three-dimensional triangular truss. It requires three truss columns to form a single triangular tower section. These tower sections are then stacked vertically and bolted together at the truss column plates.
- Presented here is a method to enhance the structural capacity of the existing truss columns that does not require field welding. Two vertical pipes are added to the three solid round rods of the truss column. These pipes have plates welded at the top and bottom. Several of the existing truss column splice bolts are removed. A new pipe column is inserted with new longer splice bolts inserted to connect the top and bottom plates of the new pipe column to the top and bottom plates of the truss column. There are also straps or other devices that connect the new pipe column to the truss column at intermediate intervals to prevent the pipe column from buckling away from the existing truss column. These straps are connected to the truss column with U-bolts or other suitable connecting means, as known in the art. This invention is useful for any towers with truss-type legs (columns).
- The result is that the truss column is no longer comprised of just three solid round rods but is now is comprised of the original three solid round rods plus two round pipes which may be hollow.
-
FIG. 1 shows one embodiment of the invention.Elevation 1 shows a large-scale view.Elevation 1 shows two sections,section 2 andsection 3, also shown inFIG. 1 .Section 2 shows the use of the invention at the existing tower leg splice plate, as described herein.Section 3 shows an intermediate brace, as described herein. - All elements of the invention may be made from any suitable material, as known to one of ordinary skill in the art. The materials used may depend on the environment where the tower is used, as known in the art. The diameters of the vertical pipes may vary, depending on the application. The vertical pipes may be made from any suitable material, as known to one of ordinary skill in the art. The vertical pipes may be metal, composite or polymer, for example. The vertical pipes may be hollow or solid. The connecting bands may be constructed from any suitable material, as known to one of ordinary skill in the art.
- Although the invention is described with respect to triangular truss towers, it is well known in the art that the invention may be used with four-legged towers, as well, without undue experimentation, using two, three, or four vertical pipe reinforcing columns, using the information provided here and that information known in the art.
- It should be understood that although the present description has been disclosed by specific embodiments and optional features, modification and variation of the concepts herein disclosed may be resorted to by those skilled in the art, and that such modifications and variations are considered to be within the scope of this invention.
Claims (12)
1. A method of reinforcing a triangular truss column comprising:
providing two generally vertical pipe reinforcing columns each having a first pipe reinforcing plate attached at the top of the column and a second pipe reinforcing plate at the bottom of the column;
attaching the first pipe reinforcement plate to a first existing plate of the triangular truss column;
attaching the second pipe reinforcement plate to a second existing plate of the triangular truss column;
connecting each vertical pipe reinforcing column to the truss column at one or more connection points along the pipe reinforcing column length.
2. The method of claim 1 , wherein the pipe reinforcing columns are connected to the truss column using a band which surrounds the truss column and the pipe reinforcing columns.
3. The method of claim 2 , wherein the band is attached to the outside of the truss column.
4. The method of claim 2 , wherein the band is metal.
5. The method of claim 2 , wherein the band is bolted to one or more legs of the truss column.
6. The method of claim 1 , wherein the pipe reinforcing columns are each connected to the truss column using a strap which is bolted to two legs of the truss column and spans one side of the triangular truss column.
7. The method of claim 1 , wherein the pipe reinforcing plates are attached to the existing plate of the triangular truss column using bolts.
8. The method of claim 1 , wherein a pipe reinforcing column is hollow.
9. The method of claim 1 , wherein a pipe reinforcing column is solid.
10. A reinforced triangular truss column comprising:
a triangular truss column having three truss legs which attach together through leg splice plates, said triangular truss column having reinforcing columns along at least a portion of two sides of the triangular truss column, the top and bottom of each reinforcing column attached to the triangular truss column in the horizontal direction through a top pipe reinforcing plate and a bottom pipe reinforcing plate, and the reinforcing columns attached to the triangular truss column in the vertical direction with a generally horizontal band.
11. The column of claim 10 , wherein the top and bottom pipe reinforcing plate are each bolted to a leg splice plate of the triangular truss column.
12. The column of claim 10 , wherein each reinforcing column is attached to the triangular truss column with a metal strap which spans a side of the triangular truss column and which metal strap is bolted to two truss legs.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US11/871,288 US20080184653A1 (en) | 2006-10-13 | 2007-10-12 | Truss Tower Leg Reinforcing System |
US12/943,988 US8534026B2 (en) | 2006-10-13 | 2010-11-11 | Truss tower leg reinforcing system |
US14/027,562 US9255397B2 (en) | 2006-10-13 | 2013-09-16 | Truss tower leg reinforcing system |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US82945106P | 2006-10-13 | 2006-10-13 | |
US11/871,288 US20080184653A1 (en) | 2006-10-13 | 2007-10-12 | Truss Tower Leg Reinforcing System |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US12/943,988 Continuation US8534026B2 (en) | 2006-10-13 | 2010-11-11 | Truss tower leg reinforcing system |
Publications (1)
Publication Number | Publication Date |
---|---|
US20080184653A1 true US20080184653A1 (en) | 2008-08-07 |
Family
ID=39674976
Family Applications (3)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US11/871,288 Abandoned US20080184653A1 (en) | 2006-10-13 | 2007-10-12 | Truss Tower Leg Reinforcing System |
US12/943,988 Active US8534026B2 (en) | 2006-10-13 | 2010-11-11 | Truss tower leg reinforcing system |
US14/027,562 Expired - Fee Related US9255397B2 (en) | 2006-10-13 | 2013-09-16 | Truss tower leg reinforcing system |
Family Applications After (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US12/943,988 Active US8534026B2 (en) | 2006-10-13 | 2010-11-11 | Truss tower leg reinforcing system |
US14/027,562 Expired - Fee Related US9255397B2 (en) | 2006-10-13 | 2013-09-16 | Truss tower leg reinforcing system |
Country Status (1)
Country | Link |
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US (3) | US20080184653A1 (en) |
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20090250939A1 (en) * | 2008-04-08 | 2009-10-08 | Curme Oliver D | Wind-driven generation of power |
CN101695804A (en) * | 2009-10-30 | 2010-04-21 | 天津振汉机械装备有限公司 | Precise processing technology for split dismantling type steel structural parts |
US20110005161A1 (en) * | 2009-07-09 | 2011-01-13 | Myron Noble | Leg for a self-supporting tower |
US20110107709A1 (en) * | 2006-10-13 | 2011-05-12 | Bauman Kevin P | Truss tower leg reinforcing system |
US20140165494A1 (en) * | 2011-04-29 | 2014-06-19 | Luis Adell Lopez | Framework for structural use |
CN104514279A (en) * | 2013-09-27 | 2015-04-15 | 昆山市玉山镇仕龙设计工作室 | Triangular A-shaped bearing structure |
US9266597B1 (en) * | 2011-08-01 | 2016-02-23 | Worldwide Aeros Corporation | Aerostructure for rigid body airship |
CN105952233A (en) * | 2016-05-10 | 2016-09-21 | 中国电力科学研究院 | Transmission tower adjacent-tower body mouth width determination method and device |
CN106906756A (en) * | 2017-04-26 | 2017-06-30 | 武汉二航路桥特种工程有限责任公司 | Can Fast Installation remove maintenance operation platform and its construction method |
CN107989263A (en) * | 2017-11-27 | 2018-05-04 | 沈阳建筑大学 | A kind of more limb lattice Special-Shaped Columns |
US10329005B2 (en) * | 2016-04-12 | 2019-06-25 | The Boeing Company | Aircraft compression relief rod |
CN110939229A (en) * | 2019-11-26 | 2020-03-31 | 天津市世纪道康建筑科技有限公司 | Steel construction anti-wind post supports vector adjusting device |
CN113494142A (en) * | 2021-09-07 | 2021-10-12 | 江苏金之杰钢结构有限公司 | Steel structure truss |
US11384559B1 (en) * | 2021-03-29 | 2022-07-12 | Minjiang University | Power transmission tower having elevatable trusses |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4648203B2 (en) * | 2006-01-17 | 2011-03-09 | 株式会社神戸製鋼所 | Load-bearing frame |
CN103495819B (en) * | 2013-09-23 | 2015-09-30 | 建科机械(天津)股份有限公司 | A kind of anti-lateral bending device of truss-welding production lines |
AU2016202007B2 (en) * | 2015-04-07 | 2020-07-09 | Stellenbosch University | Frame supported height adjustable pylon |
AU2016202006B2 (en) * | 2015-04-07 | 2020-05-21 | Stellenbosch University | Supporting frame assembly |
US9376830B1 (en) * | 2015-05-01 | 2016-06-28 | Thomas B. Watson, III | Tower reinforcement apparatus and methods |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1693107A (en) * | 1926-06-28 | 1928-11-27 | Richard S Shannon | Derrick |
US3360288A (en) * | 1966-01-13 | 1967-12-26 | Tri Ex Tower Corp | Joint for modular tower |
US4216636A (en) * | 1977-12-12 | 1980-08-12 | Cordell Jack R | Tower |
US5375353A (en) * | 1993-06-10 | 1994-12-27 | Hulse; James M. | Illuminated sign assembly for a communication tower |
US20020170261A1 (en) * | 2001-05-16 | 2002-11-21 | Brunozzi Jeffrey R. | Pole reinforcing arrangement |
US20040020158A1 (en) * | 2002-08-02 | 2004-02-05 | Kopshever Michael J. | Tower apparatus |
US7253786B1 (en) * | 2003-06-04 | 2007-08-07 | Rocco Logozzo | Reinforced monopole construction |
Family Cites Families (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US835280A (en) * | 1906-05-07 | 1906-11-06 | Broderick Haskell | Pole for telegraphs, &c. |
US835281A (en) * | 1906-05-31 | 1906-11-06 | Broderick Haskell | Telegraph-pole. |
US1658535A (en) * | 1926-12-11 | 1928-02-07 | Sr James P Neilson | Derrick |
US1963014A (en) * | 1931-05-20 | 1934-06-12 | Firestone Tire & Rubber Co | Radio aerial |
US2086009A (en) * | 1933-04-05 | 1937-07-06 | Remington Rand Inc | Book stack |
US2194810A (en) * | 1939-06-20 | 1940-03-26 | Leo A Reiner | Scaffold |
US2387120A (en) * | 1944-04-04 | 1945-10-16 | Cohen Harold | Tower or mast construction |
US2857994A (en) * | 1954-03-08 | 1958-10-28 | Patent Scaffolding Co Inc | Erection frames for sectional towers |
US3371458A (en) * | 1966-06-30 | 1968-03-05 | Atlantic Res Corp | Structural unit |
US3490189A (en) * | 1966-12-17 | 1970-01-20 | Kwikform Ltd | Scaffold element for use in the construction of scaffolding structures |
US3670471A (en) * | 1970-05-12 | 1972-06-20 | All Products Co | Sectional tower structure |
US5787673A (en) * | 1992-09-14 | 1998-08-04 | Pirod, Inc. | Antenna support with multi-direction adjustability |
DE19616144C2 (en) * | 1996-04-23 | 1999-12-09 | Pfleiderer Verkehrstechnik | GRP mast |
US5832688A (en) * | 1996-08-28 | 1998-11-10 | Crissey; Merrill E. | Lightweight, prestressed tower |
US6108996A (en) * | 1997-06-05 | 2000-08-29 | Mcginnis; Henry J. | Apparatus and method for retrofitting towers exchanger |
AU2001292989A1 (en) * | 2000-09-22 | 2002-04-02 | Tower Solutions, Llc | Retractable column and method of forming |
US6668498B2 (en) * | 2000-12-13 | 2003-12-30 | Ritz Telecommunications, Inc. | System and method for supporting guyed towers having increased load capacity and stability |
US20040134155A1 (en) * | 2002-10-03 | 2004-07-15 | Lockwood James D. | System and method for strengthening tubular and round tower members |
US6935025B1 (en) * | 2002-11-05 | 2005-08-30 | Watson, Iii Thomas B. | Tower reinforcement apparatus and methods |
US20080184653A1 (en) * | 2006-10-13 | 2008-08-07 | Bauman Kevin P | Truss Tower Leg Reinforcing System |
-
2007
- 2007-10-12 US US11/871,288 patent/US20080184653A1/en not_active Abandoned
-
2010
- 2010-11-11 US US12/943,988 patent/US8534026B2/en active Active
-
2013
- 2013-09-16 US US14/027,562 patent/US9255397B2/en not_active Expired - Fee Related
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1693107A (en) * | 1926-06-28 | 1928-11-27 | Richard S Shannon | Derrick |
US3360288A (en) * | 1966-01-13 | 1967-12-26 | Tri Ex Tower Corp | Joint for modular tower |
US4216636A (en) * | 1977-12-12 | 1980-08-12 | Cordell Jack R | Tower |
US5375353A (en) * | 1993-06-10 | 1994-12-27 | Hulse; James M. | Illuminated sign assembly for a communication tower |
US20020170261A1 (en) * | 2001-05-16 | 2002-11-21 | Brunozzi Jeffrey R. | Pole reinforcing arrangement |
US20040020158A1 (en) * | 2002-08-02 | 2004-02-05 | Kopshever Michael J. | Tower apparatus |
US7253786B1 (en) * | 2003-06-04 | 2007-08-07 | Rocco Logozzo | Reinforced monopole construction |
Cited By (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9255397B2 (en) | 2006-10-13 | 2016-02-09 | Aerosolutions, Llc | Truss tower leg reinforcing system |
US20110107709A1 (en) * | 2006-10-13 | 2011-05-12 | Bauman Kevin P | Truss tower leg reinforcing system |
US8534026B2 (en) | 2006-10-13 | 2013-09-17 | Aerosolutions, Llc | Truss tower leg reinforcing system |
US20090249707A1 (en) * | 2008-04-08 | 2009-10-08 | Curme Oliver D | Supporting a wind-driven electric generator |
US20090250939A1 (en) * | 2008-04-08 | 2009-10-08 | Curme Oliver D | Wind-driven generation of power |
US20110005161A1 (en) * | 2009-07-09 | 2011-01-13 | Myron Noble | Leg for a self-supporting tower |
CN101695804A (en) * | 2009-10-30 | 2010-04-21 | 天津振汉机械装备有限公司 | Precise processing technology for split dismantling type steel structural parts |
US20140165494A1 (en) * | 2011-04-29 | 2014-06-19 | Luis Adell Lopez | Framework for structural use |
US9121170B2 (en) * | 2011-04-29 | 2015-09-01 | Geo-Hidrol, S.A. | Framework for structural use |
US9266597B1 (en) * | 2011-08-01 | 2016-02-23 | Worldwide Aeros Corporation | Aerostructure for rigid body airship |
CN104514279A (en) * | 2013-09-27 | 2015-04-15 | 昆山市玉山镇仕龙设计工作室 | Triangular A-shaped bearing structure |
US10329005B2 (en) * | 2016-04-12 | 2019-06-25 | The Boeing Company | Aircraft compression relief rod |
US20190308714A1 (en) * | 2016-04-12 | 2019-10-10 | The Boeing Company | Aircraft compression relief rod |
US10589832B2 (en) * | 2016-04-12 | 2020-03-17 | The Boeing Company | Aircraft compression relief rod |
CN105952233A (en) * | 2016-05-10 | 2016-09-21 | 中国电力科学研究院 | Transmission tower adjacent-tower body mouth width determination method and device |
CN106906756A (en) * | 2017-04-26 | 2017-06-30 | 武汉二航路桥特种工程有限责任公司 | Can Fast Installation remove maintenance operation platform and its construction method |
CN107989263A (en) * | 2017-11-27 | 2018-05-04 | 沈阳建筑大学 | A kind of more limb lattice Special-Shaped Columns |
CN110939229A (en) * | 2019-11-26 | 2020-03-31 | 天津市世纪道康建筑科技有限公司 | Steel construction anti-wind post supports vector adjusting device |
US11384559B1 (en) * | 2021-03-29 | 2022-07-12 | Minjiang University | Power transmission tower having elevatable trusses |
CN113494142A (en) * | 2021-09-07 | 2021-10-12 | 江苏金之杰钢结构有限公司 | Steel structure truss |
Also Published As
Publication number | Publication date |
---|---|
US9255397B2 (en) | 2016-02-09 |
US20110107709A1 (en) | 2011-05-12 |
US20140075880A1 (en) | 2014-03-20 |
US8534026B2 (en) | 2013-09-17 |
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