US20050241258A1 - Support beam - Google Patents
Support beam Download PDFInfo
- Publication number
- US20050241258A1 US20050241258A1 US11/058,255 US5825505A US2005241258A1 US 20050241258 A1 US20050241258 A1 US 20050241258A1 US 5825505 A US5825505 A US 5825505A US 2005241258 A1 US2005241258 A1 US 2005241258A1
- Authority
- US
- United States
- Prior art keywords
- walls
- support beam
- vertical walls
- recessed space
- vertical
- 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
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
- E04C3/09—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders at least partly of bent or otherwise deformed strip- or sheet-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
- E04G11/54—Girders, beams, or the like as supporting members for forms of extensible type, with or without adjustable supporting shoes, fishplates, or the like
- E04G11/56—Girders, beams, or the like as supporting members for forms of extensible type, with or without adjustable supporting shoes, fishplates, or the like of telescopic type
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0473—U- or C-shaped
Definitions
- the present invention is related to a beam used in construction, and more particularly to a support beam for supporting a moldboard.
- the support beam has better supporting strength and is more durable.
- FIG. 1 shows a conventional support beam 10 for supporting a moldboard.
- the beam 10 which is C-shaped cross-section includes a plane 12 and two sidewalls connected with two long sides of the plane 12 .
- Multiple holes 15 are formed on the plane 12 .
- two support beams 10 are placed on the outer sides of two moldboards 16 .
- a thread rod 17 is passing through the moldboards 16 and holes 15 of the beams 10 .
- Two fixers 18 are respectively mounted on two ends of the thread rod 17 .
- the beams 10 support the moldboards. Then the moldboard is grouted to form a floor or wall.
- Said beam has no good structural strength and is inconvenient to install.
- the structure of the beam 10 is too simple to bear positive pressure.
- the sidewalls 14 will be bent.
- the wideness of the plane 12 is wide so that the plane dents inward easily.
- the flat edges 141 formed on the inner edges of the sidewalls 14 bent inward (as shown by phantom line) when the beam 10 is deformed. It is a linear contact between a sidewall 14 and the moldboard 16 , and the moldboard is ruined easily due to the stress.
- multiple beams are placed in higher density, thus more beams have been used and the working time is increased, it enhances the cost.
- FIG. 1 is a perspective view of conventional support beams for supporting moldboards
- FIG. 2 is a perspective view of a first embodiment of the present invention
- FIG. 3 is a sectional view of the support beam and showing the beam in use
- FIG. 4 is a side view of FIG. 2 ;
- FIG. 5 is a perspective view of another embodiment of the present invention.
- FIG. 6 is a perspective view of still another embodiment
- FIG. 7 shows that two support beams are axially connected
- FIG. 8 is a sectional view according to FIG. 7 .
- the support beam 30 of the present invention has a single cross-section including:
- the support beam in this embodiment further includes a predetermined number of reinforcing portions 57 formed on the vertical walls 40 , the portions 57 can be dents or projections.
- the present invention is used to support two side by side arranged moldboards. Please refer to FIG. 3 .
- the bottom wall 54 of the support beam 30 is rested on a moldboard.
- the beam is prefixed on the moldboard with nails through nail holes 59 formed on the bottom wall of the recessed space 50 .
- a thread rod 60 is extended through the moldboard and a through hole 58 of the beam.
- a fixer 62 is fitted on outer end of the thread rod 60 and fixed with a nut 64 .
- the fixer serves to pressurize the top wall 42 of the beam and the beam support the moldboard.
- FIGS. 5 and 6 show a second and a third embodiments of the present invention, in which the vertical walls 80 of the beam 70 , 70 ′ are formed with different configurations of reinforcing portions 88 , 88 ′.
- two support beams 30 can be axially connected by an axially connecting member 90 .
- the connecting member 90 has a rectangular tube 92 .
- An upright board 94 is fixed on each side of each end of the rectangular tube.
- connecting member 90 In use, two ends of the connecting member 90 are respectively fitted into the two beams 30 .
- the top end and bottom end of each upright board 94 respectively abut against the top wall 42 and bottom wall 54 . Accordingly, the connecting member 90 is stably located in the beam bodies in very good strength. Then a bolt 95 is passed through the hole 32 of the beam 30 and the hole 96 of the connecting member 90 to fix the same together.
- the beam has substantially H-shaped cross-section and is able to bear considerably great positive pressure without deforming.
- Each side of the beam has a vertical wall 40 and a sidewall 52 , and strength and rigidness are raised hence.
- the beam is able to bear higher positive pressure and torque F as shown in FIG. 4 .
- the support beam has a better strength.
- the beam can be arranged in lower density. Therefore, the operating time is shortened and the number of the beam is reduced. The cost is lowered.
- the support beam has a high strength so that it can be formed with the long holes 58 .
- the area of the hollow portion of top face of the beam is larger than the area of the non-hollow portion. Accordingly, the thread rod can be easier to extend through the beam.
- the erect walls help to the strength of the beam, and the bottom walls of the beam would not be bent easily. It maintains a planar contact between a bottom wall and a moldboard. Accordingly, the moldboard bears less stress and would not be ruined.
- the support beam of the present invention can be axially connected to support a large-area moldboard.
Abstract
A support beam that has a single cross-section including two vertical walls which are spaced by a certain distance; a top wall transversely connected with top edges of the vertical walls; a recessed space inward recessed from the top wall, two vertical sidewalls of the recessed space being respectively spaced from the two vertical walls by a certain distance; two bottom walls respectively horizontally disposed at bottom ends of the vertical walls; and multiple through holes being axially along the beam formed on the bottom wall of the recessed space. Accordingly, the beam has a better structural strength.
Description
- This application is a Continuation-in-Part of application Ser. No. 10/833,079, entitled MOLDBOARD SUPPORT BEAM, filed on Apr. 28, 2004.
- The present invention is related to a beam used in construction, and more particularly to a support beam for supporting a moldboard. The support beam has better supporting strength and is more durable.
-
FIG. 1 shows aconventional support beam 10 for supporting a moldboard. Thebeam 10 which is C-shaped cross-section includes aplane 12 and two sidewalls connected with two long sides of theplane 12.Multiple holes 15 are formed on theplane 12. - In use, two
support beams 10 are placed on the outer sides of twomoldboards 16. Athread rod 17 is passing through themoldboards 16 andholes 15 of thebeams 10. Twofixers 18 are respectively mounted on two ends of thethread rod 17. By means of that, thebeams 10 support the moldboards. Then the moldboard is grouted to form a floor or wall. - Said beam has no good structural strength and is inconvenient to install. The structure of the
beam 10 is too simple to bear positive pressure. When a larger force applies to the beam, thesidewalls 14 will be bent. The wideness of theplane 12 is wide so that the plane dents inward easily. Accordingly, theflat edges 141 formed on the inner edges of thesidewalls 14 bent inward (as shown by phantom line) when thebeam 10 is deformed. It is a linear contact between asidewall 14 and themoldboard 16, and the moldboard is ruined easily due to the stress. To avoid deformation, multiple beams are placed in higher density, thus more beams have been used and the working time is increased, it enhances the cost. - Besides, although
many holes 15 are formed on the beam forthread rods 17 passing through, in consideration of the structural strength, only small holes are formed. The un-penetrating area on theplane 12 is larger than the penetrating area. Accordingly, it is not easy for an operator to align a thread rod with a hole. Therefore, it is not convenient to install the beam. - It is therefore a primary object of the present invention to provide a support beam with better strength.
- It is a further object of the present invention to provide a support beam that is easy to install.
- It is a further object of the present invention to provide the above support beams which can be axially connected to an elongated support beam as necessary.
- The present invention can be best understood through the following description and accompanying drawings wherein:
-
FIG. 1 is a perspective view of conventional support beams for supporting moldboards; -
FIG. 2 is a perspective view of a first embodiment of the present invention; -
FIG. 3 is a sectional view of the support beam and showing the beam in use; -
FIG. 4 is a side view ofFIG. 2 ; -
FIG. 5 is a perspective view of another embodiment of the present invention; -
FIG. 6 is a perspective view of still another embodiment; -
FIG. 7 shows that two support beams are axially connected; and -
FIG. 8 is a sectional view according toFIG. 7 . - Please refer to
FIG. 2 . According to a preferred embodiment, thesupport beam 30 of the present invention has a single cross-section including: -
- two
vertical walls 40 which are parallel to each other and spaced by a certain distance; - a
top wall 42 horizontally connected with top edges of thevertical walls 40; - a
recessed space 50 axially extending along the beam and downward recessed from thetop wall 42, therecessed space 50 being right positioned at the center of the beam; twovertical sidewalls 52 being formed on two sides of therecessed space 50, thesidewalls 52 being respectively spaced from the twovertical walls 40 by a certain distance W; - two
bottom walls 54 horizontally inward extending from bottom ends of thevertical walls 40, eachbottom wall 54 has a free edge from which anerect wall 56 upward extends by a certain height. The width of thebottom wall 54 is equal to the remaining width w of each side of thetop wall 42, therefore, theerect walls 56 are vertically aligned with thesidewalls 52 of therecessed space 50 as shown inFIG. 3 ; and - multiple through
holes 58, each hole is a long hole, the length of the hole is longer than the width of it, the throughholes 58 being axially along the beam formed on the bottom wall of therecessed space 50 by intervals, the longitudinal of the holes being parallel to the axial of the beam.
- two
- The support beam in this embodiment further includes a predetermined number of reinforcing
portions 57 formed on thevertical walls 40, theportions 57 can be dents or projections. - The present invention is used to support two side by side arranged moldboards. Please refer to
FIG. 3 . Thebottom wall 54 of thesupport beam 30 is rested on a moldboard. The beam is prefixed on the moldboard with nails throughnail holes 59 formed on the bottom wall of therecessed space 50. Then athread rod 60 is extended through the moldboard and a throughhole 58 of the beam. Then a fixer 62 is fitted on outer end of thethread rod 60 and fixed with anut 64. The fixer serves to pressurize thetop wall 42 of the beam and the beam support the moldboard. -
FIGS. 5 and 6 show a second and a third embodiments of the present invention, in which thevertical walls 80 of thebeam portions - Referring to
FIGS. 7 and 8 , twosupport beams 30 can be axially connected by an axially connectingmember 90. The connectingmember 90 has arectangular tube 92. Anupright board 94 is fixed on each side of each end of the rectangular tube. - In use, two ends of the connecting
member 90 are respectively fitted into the twobeams 30. The top end and bottom end of eachupright board 94 respectively abut against thetop wall 42 andbottom wall 54. Accordingly, the connectingmember 90 is stably located in the beam bodies in very good strength. Then abolt 95 is passed through thehole 32 of thebeam 30 and thehole 96 of the connectingmember 90 to fix the same together. - The support beam can achieve the following effects:
- 1. Please refer to
FIG. 3 . The beam has substantially H-shaped cross-section and is able to bear considerably great positive pressure without deforming. Each side of the beam has avertical wall 40 and asidewall 52, and strength and rigidness are raised hence. The beam is able to bear higher positive pressure and torque F as shown inFIG. 4 . - 2. The support beam has a better strength. When supporting moldboards, the beam can be arranged in lower density. Therefore, the operating time is shortened and the number of the beam is reduced. The cost is lowered.
- 3. The support beam has a high strength so that it can be formed with the
long holes 58. The area of the hollow portion of top face of the beam is larger than the area of the non-hollow portion. Accordingly, the thread rod can be easier to extend through the beam. - 4. The erect walls help to the strength of the beam, and the bottom walls of the beam would not be bent easily. It maintains a planar contact between a bottom wall and a moldboard. Accordingly, the moldboard bears less stress and would not be ruined.
- 5. The support beam of the present invention can be axially connected to support a large-area moldboard.
Claims (9)
1. A support beam which has a single cross-section including:
two vertical walls which are parallel to each other and spaced by a certain distance;
a top wall transversely connected with top edges of the vertical walls;
a recessed space inward recessed from the top wall, two vertical sidewalls being formed on two sides of the recessed space, the sidewalls being respectively spaced from the two vertical walls by a certain distance;
two bottom walls respectively horizontally disposed at bottom ends of the vertical walls; and
a predetermined number of through holes being axially along the beam formed on the bottom wall of the recessed space.
2. The support beam as claimed in claim 1 , wherein the bottom walls inward extend from the bottom ends of the vertical walls; further including two erect walls respectively upward extending from free edges of the bottom walls.
3. The support beam as claimed in claim 2 , wherein the erect walls are respectively vertically aligned with the sidewalls of the recessed space.
4. The support beam as claimed in claim 1 , further comprising a predetermined number of reinforcing portions disposed on the vertical walls.
5. The support beam as claimed in claim 4 , wherein each the reinforcing portion is a dent.
6. The support beam as claimed in claim 4 , wherein each the reinforcing portion is a projection.
7. The support beam as claimed in claim 1 , wherein each the through hole is a long hole, the longitudinal of the holes being along with the longitudinal of the beam.
8. The support beam as claimed in claim 1 , wherein the bottom walls inward extend from the bottom ends of the vertical walls; further comprising a connecting member having a rectangular tube, at least an upright board being fixed on each side of the rectangular tube, one end of the connecting member being fitted in the beam with the top end and bottom end of each upright board respectively abutting against the top wall and bottom wall of the beam.
9. The support beam as claimed in claim 8 , wherein each end of the beam is formed with a transverse hole passing through the vertical walls; a transverse hole being formed on each end of the connecting member; a screwing member being screwed through the holes of the beam and the connecting member.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US11/058,255 US20050241258A1 (en) | 2004-04-28 | 2005-02-16 | Support beam |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US10/833,079 US20050257486A1 (en) | 2004-04-28 | 2004-04-28 | Moldboard support beam |
US11/058,255 US20050241258A1 (en) | 2004-04-28 | 2005-02-16 | Support beam |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/833,079 Continuation-In-Part US20050257486A1 (en) | 2004-04-28 | 2004-04-28 | Moldboard support beam |
Publications (1)
Publication Number | Publication Date |
---|---|
US20050241258A1 true US20050241258A1 (en) | 2005-11-03 |
Family
ID=35169502
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/833,079 Abandoned US20050257486A1 (en) | 2004-04-28 | 2004-04-28 | Moldboard support beam |
US11/058,255 Abandoned US20050241258A1 (en) | 2004-04-28 | 2005-02-16 | Support beam |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/833,079 Abandoned US20050257486A1 (en) | 2004-04-28 | 2004-04-28 | Moldboard support beam |
Country Status (3)
Country | Link |
---|---|
US (2) | US20050257486A1 (en) |
FR (1) | FR2869630A1 (en) |
IT (1) | ITMI20050255A1 (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20050072107A1 (en) * | 2003-10-02 | 2005-04-07 | Sukup Manufacturing Company | Dimple stiffener for grain bin |
US20080196332A1 (en) * | 2007-02-15 | 2008-08-21 | Surowiecki Matt F | Sheet metal header beam |
GB2526199A (en) * | 2014-05-09 | 2015-11-18 | Sucoot Ind Co Ltd | Construction beam |
EP3075924A1 (en) * | 2015-03-30 | 2016-10-05 | Voestalpine Krems GmbH | Cross bar for fixing formwork supports |
US20190249412A1 (en) * | 2017-04-03 | 2019-08-15 | Revamp Panels, LLC | Post and Beam System |
US10760266B2 (en) | 2017-08-14 | 2020-09-01 | Clarkwestern Dietrich Building Systems Llc | Varied length metal studs |
CN112912572A (en) * | 2018-06-19 | 2021-06-04 | Cds新制铁国际株式会社 | Frame for building, frame structure for building, panel structure for building, and method for constructing building |
WO2023029989A1 (en) * | 2021-09-06 | 2023-03-09 | 昊恒(福建)建材科技有限公司 | Integrally formed steel beam |
US11624186B2 (en) * | 2020-09-09 | 2023-04-11 | Jon Sessler | Unitary double stud assembly for sound damping wall |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20070175836A1 (en) * | 2006-01-27 | 2007-08-02 | Gerhard Bumeder | Frame structure |
CA2766628C (en) * | 2012-01-30 | 2017-03-07 | Yvan Bergeron | Load bearing wall system |
USD835300S1 (en) * | 2017-01-25 | 2018-12-04 | Coramine | Stringer made of aluminum |
CN109680930A (en) * | 2017-10-18 | 2019-04-26 | 五冶集团上海有限公司 | Early-dismantling support system construction method |
Citations (5)
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US4835935A (en) * | 1987-12-10 | 1989-06-06 | Murphy Wesley T | Support structure including right angle stud bracket |
US5157883A (en) * | 1989-05-08 | 1992-10-27 | Allan Meyer | Metal frames |
US6647691B2 (en) * | 2001-06-15 | 2003-11-18 | Duane William Becker | Track arrangement for supporting wall studs; method; and, wall framework assembly |
US7178304B2 (en) * | 2001-03-29 | 2007-02-20 | Brady Todd A | Clip framing system |
US7216465B2 (en) * | 2001-11-21 | 2007-05-15 | Eluterio Saldana | Connectors, tracks and system for smooth-faced metal framing |
Family Cites Families (9)
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GB560461A (en) * | 1942-08-27 | 1944-04-05 | Walter John Worthington | Improvements in beams for use in building construction |
DE1684271B1 (en) * | 1967-03-09 | 1971-12-23 | Huennebeck Ag | Kit of beams of various sizes for the production of formwork |
DE7433100U (en) * | 1974-10-02 | 1975-01-02 | Maltry T | SUPPORT TO SUPPORT SWITCH PANELS |
DE2556301A1 (en) * | 1975-12-13 | 1977-06-23 | Meyer Keller Noe Schalttech | Formwork support anchor stressable girder - with upper and lower chords comprising two components, and all interconnected by stem |
FR2501807A1 (en) * | 1981-03-13 | 1982-09-17 | Vaslier Yves | Plate connector for timber components - has several pairs of unequal length tongues punched from metal plate with flat intermediate zone |
US6250042B1 (en) * | 1996-06-17 | 2001-06-26 | University Of Central Florida | Additional metal and wood composite framing members for residential and light commercial construction |
ES2135312B1 (en) * | 1996-09-24 | 2000-05-16 | Ulma C Y E S Coop | HORIZONTAL FORMWORK. |
US6073414A (en) * | 1997-06-12 | 2000-06-13 | Dale Industries, Inc. | Light gauge metal truss system |
ES2143377B1 (en) * | 1997-09-15 | 2000-12-01 | Ulma C Y E S Coop | PERFECTED HORIZONTAL FORMWORK. |
-
2004
- 2004-04-28 US US10/833,079 patent/US20050257486A1/en not_active Abandoned
-
2005
- 2005-02-15 FR FR0501512A patent/FR2869630A1/en active Pending
- 2005-02-16 US US11/058,255 patent/US20050241258A1/en not_active Abandoned
- 2005-02-21 IT IT000255A patent/ITMI20050255A1/en unknown
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4835935A (en) * | 1987-12-10 | 1989-06-06 | Murphy Wesley T | Support structure including right angle stud bracket |
US5157883A (en) * | 1989-05-08 | 1992-10-27 | Allan Meyer | Metal frames |
US7178304B2 (en) * | 2001-03-29 | 2007-02-20 | Brady Todd A | Clip framing system |
US6647691B2 (en) * | 2001-06-15 | 2003-11-18 | Duane William Becker | Track arrangement for supporting wall studs; method; and, wall framework assembly |
US7216465B2 (en) * | 2001-11-21 | 2007-05-15 | Eluterio Saldana | Connectors, tracks and system for smooth-faced metal framing |
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20050072107A1 (en) * | 2003-10-02 | 2005-04-07 | Sukup Manufacturing Company | Dimple stiffener for grain bin |
US20080196332A1 (en) * | 2007-02-15 | 2008-08-21 | Surowiecki Matt F | Sheet metal header beam |
US7891155B2 (en) * | 2007-02-15 | 2011-02-22 | Surowiecki Matt F | Sheet metal header beam |
GB2526199B (en) * | 2014-05-09 | 2016-06-15 | Sucoot Ind Co Ltd | Construction beam |
CN105089265A (en) * | 2014-05-09 | 2015-11-25 | 实固股份有限公司 | Beam for building |
ES2550529R1 (en) * | 2014-05-09 | 2016-03-15 | Sucoot Industrial Co.,Ltd | CONSTRUCTION BEAM |
GB2526199A (en) * | 2014-05-09 | 2015-11-18 | Sucoot Ind Co Ltd | Construction beam |
EP3075924A1 (en) * | 2015-03-30 | 2016-10-05 | Voestalpine Krems GmbH | Cross bar for fixing formwork supports |
US20190249412A1 (en) * | 2017-04-03 | 2019-08-15 | Revamp Panels, LLC | Post and Beam System |
US10781584B2 (en) * | 2017-04-03 | 2020-09-22 | Revamp Panels, LLC | Post and beam system |
US10760266B2 (en) | 2017-08-14 | 2020-09-01 | Clarkwestern Dietrich Building Systems Llc | Varied length metal studs |
CN112912572A (en) * | 2018-06-19 | 2021-06-04 | Cds新制铁国际株式会社 | Frame for building, frame structure for building, panel structure for building, and method for constructing building |
US11624186B2 (en) * | 2020-09-09 | 2023-04-11 | Jon Sessler | Unitary double stud assembly for sound damping wall |
WO2023029989A1 (en) * | 2021-09-06 | 2023-03-09 | 昊恒(福建)建材科技有限公司 | Integrally formed steel beam |
Also Published As
Publication number | Publication date |
---|---|
FR2869630A1 (en) | 2005-11-04 |
ITMI20050255A1 (en) | 2005-10-29 |
US20050257486A1 (en) | 2005-11-24 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |