US20110016819A1 - Circle framing - Google Patents

Circle framing Download PDF

Info

Publication number
US20110016819A1
US20110016819A1 US12/801,186 US80118610A US2011016819A1 US 20110016819 A1 US20110016819 A1 US 20110016819A1 US 80118610 A US80118610 A US 80118610A US 2011016819 A1 US2011016819 A1 US 2011016819A1
Authority
US
United States
Prior art keywords
framing
circle
circular plates
sphere
design
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
Application number
US12/801,186
Inventor
Young Ho Ro
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US12/801,186 priority Critical patent/US20110016819A1/en
Publication of US20110016819A1 publication Critical patent/US20110016819A1/en
Abandoned legal-status Critical Current

Links

Images

Classifications

    • 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
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • 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
    • E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
    • 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
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/292—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being wood and metal
    • 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
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • E04C3/294—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete of concrete combined with a girder-like structure extending laterally outside the element

Definitions

  • FIG. 1 shows circular plate 1
  • FIG. 2 shows circular plate 2 cut in half, which is welded together to FIG. 1 to complete the circle as shown on FIG. 3 .
  • FIG. 3 shows circular plate 3 cut in four pieces.
  • FIG. 4 shows circular plate 3 welded together to FIG. 3 , completing the three dimensional circle framing.
  • FIG. 5 shows the angle of deflection, within a single circle framing sphere.
  • the vertical force of gravity and pressure are shown on FIG. 5 a .
  • the vertical force and pressure is ultimately returned back to the initial point and passes through to the next circle framing.
  • FIG. 6 shows the circle framing with a increase tangent points. This increase the structural integrity of the complete assembly for a reinforcement of a concrete column.
  • the angles of force within the circle framing assembly increases due to the increase tangent points. Note how the angles within each circle framing decrease as it travels through each circle framing. Until the force diminishes and or passes through the circle framing. Combining the FIG. 5 , FIG. 5 a , and FIG. 6 will show how the force of gravity, pressure, and impact travels and or diminishes.
  • FIG. 7 shows the possible arrangements of the circle framing.
  • FIG. 8 shows a 3 dimensional picture of the circle framing used to reinforce a concrete column used in the construction of a bridge.
  • FIG. 9 shows a 3 dimensional framing using the circle framing of a building.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

New Framing design to structurally reinforce Concrete columns and replace traditional beam framing designs in use today. Using three circular plates with hollow centers, that are welded together to form a sphere. Also to further increase the initial circle framing design, adding additional circular plates diagonally to the cross sections until a complete sphere is used to maximum structural integrity.

Description

    CLAIM OF PRIORITY
  • This application claims the benefit of U.S. Provisional Application Ser. No. 61/136,421 filed on Sep. 4, 2008, the entire contents of which are hereby incorporated by reference.
    • DESCRIPTION
  • FIG. 1 shows circular plate 1
  • FIG. 2 shows circular plate 2 cut in half, which is welded together to FIG. 1 to complete the circle as shown on FIG. 3.
  • FIG. 3 shows circular plate 3 cut in four pieces.
  • FIG. 4 shows circular plate 3 welded together to FIG. 3, completing the three dimensional circle framing.
  • FIG. 5 shows the angle of deflection, within a single circle framing sphere. The vertical force of gravity and pressure are shown on FIG. 5 a. Within the circle framing, the vertical force and pressure is ultimately returned back to the initial point and passes through to the next circle framing.
  • FIG. 6 shows the circle framing with a increase tangent points. This increase the structural integrity of the complete assembly for a reinforcement of a concrete column. The angles of force within the circle framing assembly, increases due to the increase tangent points. Note how the angles within each circle framing decrease as it travels through each circle framing. Until the force diminishes and or passes through the circle framing. Combining the FIG. 5, FIG. 5 a, and FIG. 6 will show how the force of gravity, pressure, and impact travels and or diminishes.
  • FIG. 7 shows the possible arrangements of the circle framing.
  • FIG. 8 shows a 3 dimensional picture of the circle framing used to reinforce a concrete column used in the construction of a bridge.
  • FIG. 9 shows a 3 dimensional framing using the circle framing of a building.
    • CONCLUSION
  • This allows for horizontal, vertical, and diagonal forces of gravity and pressure, to be directed to the next circle framing and or the ground. Stress from all three axis are equally disturbed to the next circle framing, without any point of failure. Unlike traditional framing methods today.

Claims (3)

1. New Framing design to structurally reinforce Concrete columns and replace traditional beam framing designs in use today.
2. Using three circular plates with hollow centers, that are welded together to form a sphere.
3. Also to further increase the initial circle framing design, adding additional circular plates diagonally to the cross sections until a complete sphere is used to maximum structural integrity.
US12/801,186 2009-07-22 2010-05-27 Circle framing Abandoned US20110016819A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US12/801,186 US20110016819A1 (en) 2009-07-22 2010-05-27 Circle framing

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US21385409P 2009-07-22 2009-07-22
US12/801,186 US20110016819A1 (en) 2009-07-22 2010-05-27 Circle framing

Publications (1)

Publication Number Publication Date
US20110016819A1 true US20110016819A1 (en) 2011-01-27

Family

ID=43496076

Family Applications (1)

Application Number Title Priority Date Filing Date
US12/801,186 Abandoned US20110016819A1 (en) 2009-07-22 2010-05-27 Circle framing

Country Status (1)

Country Link
US (1) US20110016819A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20170164674A1 (en) * 2015-12-10 2017-06-15 David M. Rubenstein Hair extension system

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3399914A (en) * 1965-08-19 1968-09-03 Grant Colin Kamet Lancelot Latticework components
US4065220A (en) * 1976-07-16 1977-12-27 Wayne Ruga Structural system connection
US4676043A (en) * 1985-02-13 1987-06-30 Schueco Heinz Schuermann Gmbh & Co Space frame
US4746056A (en) * 1986-01-23 1988-05-24 Kjeld Thomsen Method of joining tubular steel lattice members and a device for use in the execution of the method
US5097645A (en) * 1989-07-17 1992-03-24 Robert Sanderson Space frame system

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3399914A (en) * 1965-08-19 1968-09-03 Grant Colin Kamet Lancelot Latticework components
US4065220A (en) * 1976-07-16 1977-12-27 Wayne Ruga Structural system connection
US4676043A (en) * 1985-02-13 1987-06-30 Schueco Heinz Schuermann Gmbh & Co Space frame
US4746056A (en) * 1986-01-23 1988-05-24 Kjeld Thomsen Method of joining tubular steel lattice members and a device for use in the execution of the method
US5097645A (en) * 1989-07-17 1992-03-24 Robert Sanderson Space frame system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20170164674A1 (en) * 2015-12-10 2017-06-15 David M. Rubenstein Hair extension system

Similar Documents

Publication Publication Date Title
EP2561153B1 (en) Bolted steel connections with 3-d jacket plates and tension rods
CN202108134U (en) Novel section steel plate shear wall
CN104818775A (en) Novel prefabricated frame structure
CN206408514U (en) A kind of queen post Self-resetting power consumption bridge pier of the anti-buckling steel plate wall of band
CN102444224A (en) Concrete composite shear wall
CN105735524B (en) A kind of ancient building wooden frame power consumption wall
CN102296725A (en) Honeycombed section steel plate shear wall
Tedia et al. Cost, analysis and design of steel-concrete composite structure Rcc structure
CN102704569A (en) Multilayer large-span assembling integral type space steel grid building structure and manufacturing method
WO2016122302A1 (en) Prefabricated system for floor slabs and roofs with structural bamboo
KR101139761B1 (en) Reinforcing wall for construction
US20110016819A1 (en) Circle framing
CN103774548B (en) A kind of root arranges the box steel pier of power consumption wallboard of putting more energy into
CN105239691B (en) A kind of curvature-prevention support component with yi word pattern inner core
AlHamaydeh et al. Impact of eliminating web plate buckling on the design, cost and seismic performance of steel plate shear walls
CN104328798B (en) Integral type ground beam structure
CN104988843A (en) Bridge combined by steel structural box girder and concrete bridge deck panel
CN105971117A (en) Pseudo-classic architecture steel-frame structure with box type cross-section girders
CN104294736A (en) Lightweight composite pavement
JP2018013012A (en) Column base joint structure
Garai et al. Three-Dimensional Exterior Bracing Systems for Tall Buildings
CN106223464A (en) A kind of resist the polyurethane steel interlayer composite material frame structure that mud-rock-flow-impact ability is strong
EP3187658A1 (en) Form structure of precast segment structure and construction method thereof
CN105275113A (en) Rhombus steel grid shear wall structure
Abdessemed et al. Case study: Local seismic culture in vernacular architecture in Algeria

Legal Events

Date Code Title Description
STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION