WO2008143454A2 - Curvilinear assembly for architectural structures - Google Patents

Curvilinear assembly for architectural structures Download PDF

Info

Publication number
WO2008143454A2
WO2008143454A2 PCT/KR2008/002822 KR2008002822W WO2008143454A2 WO 2008143454 A2 WO2008143454 A2 WO 2008143454A2 KR 2008002822 W KR2008002822 W KR 2008002822W WO 2008143454 A2 WO2008143454 A2 WO 2008143454A2
Authority
WO
WIPO (PCT)
Prior art keywords
connection
plates
connection plates
plate
curvilinear
Prior art date
Application number
PCT/KR2008/002822
Other languages
French (fr)
Other versions
WO2008143454A3 (en
Inventor
Hyun Bok Lee
Original Assignee
Hyun Bok Lee
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 Hyun Bok Lee filed Critical Hyun Bok Lee
Publication of WO2008143454A2 publication Critical patent/WO2008143454A2/en
Publication of WO2008143454A3 publication Critical patent/WO2008143454A3/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E04B1/1903—Connecting nodes specially adapted therefor
    • 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
    • E04B1/32—Arched structures; Vaulted structures; Folded 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
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
    • E04B1/5837—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form
    • E04B1/585—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form with separate connection devices
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1924—Struts specially adapted therefor
    • E04B2001/1927—Struts specially adapted therefor of essentially circular cross section
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1924—Struts specially adapted therefor
    • E04B2001/1933—Struts specially adapted therefor of polygonal, e.g. square, cross section
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1924—Struts specially adapted therefor
    • E04B2001/1945—Wooden struts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1957—Details of connections between nodes and struts
    • E04B2001/1963—Screw connections with axis at an angle, e.g. perpendicular, to the main axis of the strut
    • 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
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B2001/3235—Arched structures; Vaulted structures; Folded structures having a grid frame
    • E04B2001/3241—Frame connection details
    • E04B2001/3247—Nodes
    • 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
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B2001/3294—Arched structures; Vaulted structures; Folded structures with a faceted surface

Definitions

  • the present invention relates to a curvilinear assembly with which architectural structures, concrete forms, and agricultural houses can be assembled in a curvilinear form, and more particularly to a curvilinear assembly for architectural structures, in which in an assembly process of the architectural structures, commercialized construction materials which are not specified are combined to enable an assembly of architectural structures in various forms for builder's convenience and economic efficiency.
  • constructing a circular structure or concrete form may imply the following disadvantages.
  • An architectural building which gives a circular or curvilinear structure is constructed relatively based on an aesthetic sense.
  • a circular or curvilinear structure in one architectural building is not the same as or differs from that in the other architectural building.
  • the shape or size of the circular or curvilinear structure differs in most cases of buildings. Accordingly, the circular or curvilinear structure or concrete form should be always newly manufactured. Therefore, a lot of times and effort are required for constructing an architectural building of a circular and curved line form.
  • a structure and concrete form for the architectural building is manufactured consuming a lot of times and effort, do requisitely, the manufactured structure and concrete form is limited to the building and may be employed only one time for the building.
  • connection ⁇ plates are combined with respective centers of structures and concrete forms for .
  • the architectural structures, and a desired angle is formed between the architectural structures, to thereby construct a desired curvilinear structure and concrete form without applying a physical force to the architectural structures, and to thus easily provide an aesthetic sense of the architectural structures.
  • a curvilinear assembly for architectural structures comprising: connection plates (10) corresponding to the central portion of a circular and curvilinear structure and between the respective surfaces (15) of which a desired angle is formed; connection bridges (20) which connect the connection plates (10) and whose lengths are adjusted, to thereby vary a curvature between the architectural structures; and fixing plates (16) for base connection plates (13) and auxiliary connection plates (14) in which portions where a straight line and a curved line meets are easily linked using the fixing plates (16), wherein the connection bridges (20) are made using a C-shaped channel, a rectangular pipe, a circular pipe, and a timber, alone or in combination thereof, in correspondence to a feature of a corresponding building.
  • FIGS. IA to ID are an upper perspective view and a front perspective view showing four types of connection plates which are applied in the present invention, respectively, in which FIG. IA shows a hexagonal central connection plate, FIG. IB shows a pentagonal central connection plate, FIG. 1C shows a rectangular base connection plate, and FIG. ID shows a triangular auxiliary connection plate;
  • FIGS. 2A to 2G are a sectional view of combined connection plates showing an angle formed between connection plates which are applied in the present invention, respectively, in which FIG. 2A shows an angle of 90 degrees formed between hexagonal, pentagonal, rectangular and triangular connection plates, FIG. 2B shows an angle of 95 degrees formed between hexagonal, pentagonal, rectangular and triangular connection plates, FIG. 2C shows an angle of 100 degrees formed between hexagonal, pentagonal, rectangular and triangular connection plates, FIG. 2D shows an angle of 96 degrees formed between hexagonal, pentagonal, rectangular and triangular connection plates, FIG. 2E shows an angle of 99 degrees formed between hexagonal, pentagonal, rectangular and triangular connection plates, FIG.
  • FIG. 2A shows an angle of 90 degrees formed between hexagonal, pentagonal, rectangular and triangular connection plates
  • FIG. 2B shows an angle of 95 degrees formed between hexagonal, pentagonal, rectangular and triangular connection plates
  • FIG. 2C shows an angle of 100 degrees formed between hexagonal, pentagonal, rectangular and
  • FIGS. 3A to 3G are a perspective view showing an angular correction plate which is applied in the present invention, respectively, in which seven types of angles of the angular correction plates from 5 to 15 degrees are illustrated;
  • FIGS. 4A to 4D are perspective views showing four types of connection bridges which are applied in the present invention, respectively, in which FIG. 4A shows a connection bridge made of a C-shaped channel, FIG. 4B shows a connection bridge made of an angular pipe, FIG. 4C shows a connection bridge made of a circular pipe, and FIG. 4D shows a connection bridge made of a timber;
  • FIG. 5 is a sectional view showing respective differences in a change of an angle when the angular correction plates are combined with a connection plate, through a connection bridge;
  • FIG. 6 is a sectional view showing respective differences in a change of an angle when the angular correction plates are combined with a connection bridge;
  • FIG. 7 is a perspective view showing a state where connection bridges are combined with hexagonal and pentagonal connection plates! and
  • FIG. 8 is a perspective view showing a state where connection bridges are combined with a connection plate.
  • FIGS. IA to ID are an upper perspective view and a front perspective view showing four types of connection plates 10 which are applied in the present invention, respectively, in which FIG. IA shows a hexagonal central connection plate, FIG. IB shows a pentagonal central connection plate, FIG. 1C. shows a rectangular base connection plate, and FIG. ID shows a triangular auxiliary connection plate.
  • connection plate 10 is an essential part of the present invention.
  • connection plate 10 There are a hexagonal central connection plate 11, a pentagonal central connection plate 12, a rectangular base connection plate 13, and a triangular auxiliary connection plate 14, as the connection plate 10.
  • FIGS. 2A to 2G are a sectional view of combined connection plates showing an angle formed between connection plates which are applied in the present invention, respectively.
  • an angle formed between a connection plate 10 and a surface 15 of a connection plate 10 to which a connection bridge is attached is varied. That is, FIG. 2A shows an angle of 90 degrees, FIG. 2B shows an angle of 95 degrees, FIG. 2C shows an angle of 100 degrees, FIG. 2D shows an angle of 96 degrees, FIG. 2E shows an angle of 99 degrees, FIG. 2F shows an angle of 97 degrees, and FIG. 2G shows an angle of 98 degrees. As shown in FIGS.
  • a central bolt engagement hole 41 is provided on the central connection plates 11 and 12, respectively, in order to bear the whole load of the respective connection plates 11, 12, 13 and 14, and two bolt engagement holes 42 are provided on the respective connection plates 13 and 14, in order to connect a connection bridge 20 with the respective surfaces 15 of the connection plates 13 and 14 and engage the former with the latter using bolts, respectively.
  • four bolt engagement holes 43 are provided on the corner portions of the respective connection plates 13 and 14, in order to connect an angular correction plate 30 with the connection plates 13 and 14, using bolts, respectively.
  • bolt engagement holes 42 and 43 are provided on various types of angular correction plates 30, at the same positions as those on the surfaces 15 of the connection plates 10.
  • connection bridge may be made of a C-shaped channel 21, a rectangular pipe 22, a circular pipe 23, or a timber 24.
  • the connection bridge may be made of a C-shaped channel 21, a rectangular pipe 22, a circular pipe 23, and a timber 24, alone or in combination thereof.
  • C-shaped channels 21 are connected with both sides of the connection bridge, so that they can be attached and fixed to the surfaces 15 of the connection plates 10.
  • connection socket 25 into which the circular pipe 23 is put to then be combined with a bolt
  • a timber connection socket 26 into which a desired timber is put to then be combined with a bolt are provided in order to join the connection bridge 20 with the connection plate 10.
  • connection plates An assembly of the connection plates, the connection bridges, and the angular correction plates will be described below. If the connection bridges 20 are assembled on the connection plates 10 having a slope of 90 degrees of FIG. 2A, a slope of 95 degrees of FIG. 2B, and a slope of 100 degrees of FIG. 2C, respectively, they are assembled as shown in FIG. 6.
  • connection bridges 20 and the connection plates 10 are successively assembled in a manner that the connection bridges 20 are assembled on the connection plates 10, circular or curvilinear structures may be formed differently in area and size.
  • connection bridges 20 are assembled on the connection plate 10 having a slope of 90 degrees of FIG. 2C which is assembled with the angular correction plate 30 of 15 degrees of FIG. 3G, the connection bridges 20 can be assembled on both sides of the connection plate 10 with a difference of 15 degrees in an angle between the connection bridges 20 and the connection plate 10, respectively. Even in the case of the connection plates having the slope of the same angle, an angular difference between a case where an angular correction plate is assembled with the connection plate and another case where an angular correction plate is not assembled with the connection plate is changed distinguishably and remarkably.
  • connection bridges 20 are successively assembled with the connection plates 10 through the angular correction plates 30, desired circular or curvilinear structures may be formed differently in area and size.
  • Fixing plates 16 are provided so that the rectangular connection plate 13 of FIG. 1C and the triangular connection plates 14 of FIG. ID are connected with a base portion of the ground floor, a wall, a window and a door which are connected with the flat surface, as shown in FIG. 7.
  • Bolt engagement holes 44 are formed on the fixing plates 16, using respective bolts.
  • bolt engagement holes 41 are formed at the central portions of the respective connection plates to thus bear the whole load of the corresponding connection plates as shown in FIGS. IA to ID.
  • the bolt engagement holes 41 are holes through which bolts are engaged in order to bear the load and stress which are caused by the whole structure, and play a role of supporting an external decorative finish material ? formed on the outer surface of the connection plate, and fixing an internal decorative material formed on the inner surface thereof.
  • the bolt engagement holes 41 play a role of distributing a design load by making a concrete load connected with a column and a girder or a beam.
  • the bolt engagement holes 41 play a role of firmly and tightly combining the front and rear concrete form, if the front and rear plates of the surface into which concrete is poured are combined through the bolt engagement holes 41 using the respective bolts, to thus firmly and tightly combining the front and rear concrete forms each other.
  • the concrete form can be dismantled in reverse order after concrete has been cured.
  • connection plates 10 are combined with the angular correction plates 30, in combination, as described above, and the former is successively assembled with the latter, a curvilinear structure such as a circular or elliptical structure as well as a linear structure can be easily obtained. Since there are no specific standards for architectural structures of forming circles or curved lines, there are no structures and concrete forms employing circles or curved lines. As a result, it is very difficult to construct structures of forming circles or curved lines.
  • connection plates 10 have a different slope, respectively.
  • connection plates can be assembled with the connection bridges 20 through the angular correction plates 30, respectively, the building structures can be constructed in various forms within a changeable range of an angle of 360 • degrees.
  • the present invention provides a curvilinear assembly for architectural structures, in which in an assembly process of the architectural structures, commercialized construction materials which are not specified are combined to enable an assembly of architectural structures in various forms for builder's convenience and economic efficiency

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

Provided is a curvilinear assembly with which architectural structures can be assembled in a curvilinear form. The curvilinear assembly includes a combination of a central connection plate, a base connection plate, an auxiliary connection plate, an angular correction plate, and a connection bridge, in which the angular correction plate is attached on and engaged with corresponding connections plates, using the connection bridge. The connection bridge is made of a Oshaped channel, a rectangular pipe, a circular pipe, and a timber, alone or in combination thereof.

Description

CURVILINEAR ASSEMBLY FOR ARCHITECTURAL STRUCTURES
Technical Field
The present invention relates to a curvilinear assembly with which architectural structures, concrete forms, and agricultural houses can be assembled in a curvilinear form, and more particularly to a curvilinear assembly for architectural structures, in which in an assembly process of the architectural structures, commercialized construction materials which are not specified are combined to enable an assembly of architectural structures in various forms for builder's convenience and economic efficiency.
Background Art In general, most of structures and concrete forms which are used in building architectural structures are formed of straight lines and right angles.
There are no specific standards for structures of forming circles or curved lines. Accordingly, there are no structures and concrete forms employing circles or curved lines. As a result, it is very difficult to construct structures of forming circles or curved lines.
Therefore, a lot of efforts should be made to make a structure or concrete form of a circular form, and much time is consumed therefor. In addition, constructing a circular structure or concrete form may imply the following disadvantages. An architectural building which gives a circular or curvilinear structure is constructed relatively based on an aesthetic sense. As a result, a circular or curvilinear structure in one architectural building is not the same as or differs from that in the other architectural building. In addition, the shape or size of the circular or curvilinear structure differs in most cases of buildings. Accordingly, the circular or curvilinear structure or concrete form should be always newly manufactured. Therefore, a lot of times and effort are required for constructing an architectural building of a circular and curved line form. Further, although a structure and concrete form for the architectural building is manufactured consuming a lot of times and effort, do requisitely, the manufactured structure and concrete form is limited to the building and may be employed only one time for the building.
Disclosure of the Invention
To solve the above problems, it is an object of the present invention to provide a curvilinear assembly for architectural structures in which connection ■ plates are combined with respective centers of structures and concrete forms for . the architectural structures, and a desired angle is formed between the architectural structures, to thereby construct a desired curvilinear structure and concrete form without applying a physical force to the architectural structures, and to thus easily provide an aesthetic sense of the architectural structures. To accomplish the above objects of the present invention, according to an aspect of the present invention, there is provided a curvilinear assembly for architectural structures comprising: connection plates (10) corresponding to the central portion of a circular and curvilinear structure and between the respective surfaces (15) of which a desired angle is formed; connection bridges (20) which connect the connection plates (10) and whose lengths are adjusted, to thereby vary a curvature between the architectural structures; and fixing plates (16) for base connection plates (13) and auxiliary connection plates (14) in which portions where a straight line and a curved line meets are easily linked using the fixing plates (16), wherein the connection bridges (20) are made using a C-shaped channel, a rectangular pipe, a circular pipe, and a timber, alone or in combination thereof, in correspondence to a feature of a corresponding building.
Brief Description of the Drawings
The above and other objects and advantages of the present invention will become more apparent by describing the preferred embodiments thereof in detail with reference to the accompanying drawings in which: FIGS. IA to ID are an upper perspective view and a front perspective view showing four types of connection plates which are applied in the present invention, respectively, in which FIG. IA shows a hexagonal central connection plate, FIG. IB shows a pentagonal central connection plate, FIG. 1C shows a rectangular base connection plate, and FIG. ID shows a triangular auxiliary connection plate;
FIGS. 2A to 2G are a sectional view of combined connection plates showing an angle formed between connection plates which are applied in the present invention, respectively, in which FIG. 2A shows an angle of 90 degrees formed between hexagonal, pentagonal, rectangular and triangular connection plates, FIG. 2B shows an angle of 95 degrees formed between hexagonal, pentagonal, rectangular and triangular connection plates, FIG. 2C shows an angle of 100 degrees formed between hexagonal, pentagonal, rectangular and triangular connection plates, FIG. 2D shows an angle of 96 degrees formed between hexagonal, pentagonal, rectangular and triangular connection plates, FIG. 2E shows an angle of 99 degrees formed between hexagonal, pentagonal, rectangular and triangular connection plates, FIG. 2F shows an angle of 97 degrees formed between hexagonal, pentagonal, rectangular and triangular connection plates, and FIG. 2G shows an angle of 98 degrees formed between hexagonal, pentagonal, rectangular and triangular connection plates; FIGS. 3A to 3G are a perspective view showing an angular correction plate which is applied in the present invention, respectively, in which seven types of angles of the angular correction plates from 5 to 15 degrees are illustrated;
FIGS. 4A to 4D are perspective views showing four types of connection bridges which are applied in the present invention, respectively, in which FIG. 4A shows a connection bridge made of a C-shaped channel, FIG. 4B shows a connection bridge made of an angular pipe, FIG. 4C shows a connection bridge made of a circular pipe, and FIG. 4D shows a connection bridge made of a timber; FIG. 5 is a sectional view showing respective differences in a change of an angle when the angular correction plates are combined with a connection plate, through a connection bridge;
FIG. 6 is a sectional view showing respective differences in a change of an angle when the angular correction plates are combined with a connection bridge; FIG. 7 is a perspective view showing a state where connection bridges are combined with hexagonal and pentagonal connection plates! and FIG. 8 is a perspective view showing a state where connection bridges are combined with a connection plate.
Best Mode for Carrying out the Invention
The above and/or other objects and/or advantages of the present invention will become more apparent by the following description. Hereinbelow, a curvilinear assembly for architectural structures according to an embodiment of the present invention will be described with reference to the accompanying drawing.
FIGS. IA to ID are an upper perspective view and a front perspective view showing four types of connection plates 10 which are applied in the present invention, respectively, in which FIG. IA shows a hexagonal central connection plate, FIG. IB shows a pentagonal central connection plate, FIG. 1C. shows a rectangular base connection plate, and FIG. ID shows a triangular auxiliary connection plate.
Referring to FIGS. IA to ID, a connection plate 10 is an essential part of the present invention. There are a hexagonal central connection plate 11, a pentagonal central connection plate 12, a rectangular base connection plate 13, and a triangular auxiliary connection plate 14, as the connection plate 10.
FIGS. 2A to 2G are a sectional view of combined connection plates showing an angle formed between connection plates which are applied in the present invention, respectively. Referring to FIGS. 2A to 2G, an angle formed between a connection plate 10 and a surface 15 of a connection plate 10 to which a connection bridge is attached, is varied. That is, FIG. 2A shows an angle of 90 degrees, FIG. 2B shows an angle of 95 degrees, FIG. 2C shows an angle of 100 degrees, FIG. 2D shows an angle of 96 degrees, FIG. 2E shows an angle of 99 degrees, FIG. 2F shows an angle of 97 degrees, and FIG. 2G shows an angle of 98 degrees. As shown in FIGS. IA to ID, a central bolt engagement hole 41 is provided on the central connection plates 11 and 12, respectively, in order to bear the whole load of the respective connection plates 11, 12, 13 and 14, and two bolt engagement holes 42 are provided on the respective connection plates 13 and 14, in order to connect a connection bridge 20 with the respective surfaces 15 of the connection plates 13 and 14 and engage the former with the latter using bolts, respectively. In addition, four bolt engagement holes 43 are provided on the corner portions of the respective connection plates 13 and 14, in order to connect an angular correction plate 30 with the connection plates 13 and 14, using bolts, respectively. As shown in FIGS. 3A to 3G, bolt engagement holes 42 and 43 are provided on various types of angular correction plates 30, at the same positions as those on the surfaces 15 of the connection plates 10. Accordingly, the angular correction plates are combined by bolts with the surfaces where an angle should be corrected. As shown in FIGS. 4A to 4D, bolt engagement holes 42 are provided on both sides of the connection bridge that joins a connection plate with another connection plate. The connection bridge may be made of a C-shaped channel 21, a rectangular pipe 22, a circular pipe 23, or a timber 24. However, the connection bridge may be made of a C-shaped channel 21, a rectangular pipe 22, a circular pipe 23, and a timber 24, alone or in combination thereof. C-shaped channels 21 are connected with both sides of the connection bridge, so that they can be attached and fixed to the surfaces 15 of the connection plates 10. In addition, a pipe connection socket 25 into which the circular pipe 23 is put to then be combined with a bolt, and a timber connection socket 26 into which a desired timber is put to then be combined with a bolt are provided in order to join the connection bridge 20 with the connection plate 10.
An assembly of the connection plates, the connection bridges, and the angular correction plates will be described below. If the connection bridges 20 are assembled on the connection plates 10 having a slope of 90 degrees of FIG. 2A, a slope of 95 degrees of FIG. 2B, and a slope of 100 degrees of FIG. 2C, respectively, they are assembled as shown in FIG. 6.
Therefore, if the connection bridges 20 and the connection plates 10 are successively assembled in a manner that the connection bridges 20 are assembled on the connection plates 10, circular or curvilinear structures may be formed differently in area and size.
In addition, if the connection bridges 20 are assembled on the connection plate 10 having a slope of 90 degrees of FIG. 2C which is assembled with the angular correction plate 30 of 15 degrees of FIG. 3G, the connection bridges 20 can be assembled on both sides of the connection plate 10 with a difference of 15 degrees in an angle between the connection bridges 20 and the connection plate 10, respectively. Even in the case of the connection plates having the slope of the same angle, an angular difference between a case where an angular correction plate is assembled with the connection plate and another case where an angular correction plate is not assembled with the connection plate is changed distinguishably and remarkably.
Therefore, if the connection bridges 20 are successively assembled with the connection plates 10 through the angular correction plates 30, desired circular or curvilinear structures may be formed differently in area and size.
Fixing plates 16 are provided so that the rectangular connection plate 13 of FIG. 1C and the triangular connection plates 14 of FIG. ID are connected with a base portion of the ground floor, a wall, a window and a door which are connected with the flat surface, as shown in FIG. 7. Bolt engagement holes 44 are formed on the fixing plates 16, using respective bolts.
In addition, bolt engagement holes 41 are formed at the central portions of the respective connection plates to thus bear the whole load of the corresponding connection plates as shown in FIGS. IA to ID.
The bolt engagement holes 41 are holes through which bolts are engaged in order to bear the load and stress which are caused by the whole structure, and play a role of supporting an external decorative finish material ? formed on the outer surface of the connection plate, and fixing an internal decorative material formed on the inner surface thereof.
At the time of assembling and fabricating a concrete form, the bolt engagement holes 41 play a role of distributing a design load by making a concrete load connected with a column and a girder or a beam. In addition, the bolt engagement holes 41 play a role of firmly and tightly combining the front and rear concrete form, if the front and rear plates of the surface into which concrete is poured are combined through the bolt engagement holes 41 using the respective bolts, to thus firmly and tightly combining the front and rear concrete forms each other. The concrete form can be dismantled in reverse order after concrete has been cured.
If the connection plates 10 are combined with the angular correction plates 30, in combination, as described above, and the former is successively assembled with the latter, a curvilinear structure such as a circular or elliptical structure as well as a linear structure can be easily obtained. Since there are no specific standards for architectural structures of forming circles or curved lines, there are no structures and concrete forms employing circles or curved lines. As a result, it is very difficult to construct structures of forming circles or curved lines.
However, the four types of the connection plates 10 have a different slope, respectively. In addition, since there are a variety of the angular correction plates and the lengths of the connection bridges 20 can be easily adjusted, the connection plates can be assembled with the connection bridges 20 through the angular correction plates 30, respectively, the building structures can be constructed in various forms within a changeable range of an angle of 360 • degrees.
Thus, many processes can be reduced in a construction work focused on a beauty of an architecture.
As described above, the curvilinear assembly for architectural structures according to the preferable embodiments of the present invention has been described. However, the present invention is not limited to the above embodiment, and it is possible for one who has an ordinary skill in the art to make various modifications and variations of the grain puffing apparatus, without departing off the spirit of the present invention.
Industrial Applicability
As described above, the present invention provides a curvilinear assembly for architectural structures, in which in an assembly process of the architectural structures, commercialized construction materials which are not specified are combined to enable an assembly of architectural structures in various forms for builder's convenience and economic efficiency

Claims

What is claimed is:
1. A curvilinear assembly for architectural structures comprising: connection plates (10) corresponding to the central portion of a circular and curvilinear structure and between the respective surfaces (15) of which a desired angle is formed, wherein four types of the connection plates 10 comprise a hexagonal central connection plate (11), a pentagonal central connection plate (12), a rectangular base connection plate (13), and a triangular auxiliary connection plate (14); connection bridges (20) which connect the connection plates (10) and whose lengths are adjusted, to thereby vary a curvature between the architectural structures; and fixing plates (16) for base connection plates (13) and auxiliary connection plates (14) in which portions where a straight line and a curved line meets are easily linked using the fixing plates (16), wherein a central bolt engagement hole 41 is provided on the central connection plates (11 and 12), respectively, in order to bear the whole load of the respective connection plates (11, 12, 13 and 14), two bolt engagement holes
(42) are provided on the respective connection plates (13 and 14), in order to connect a connection bridge (20) with the respective surfaces (15) of the connection plates (13 and 14) and engage the former with the latter using bolts, respectively, and four bolt engagement holes (43) are provided on the corner portions of the respective connection plates (13 and 14), in order to connect an angular correction plate (30) with the connection plates (13 and 14), using bolts, respectively.
2. The curvilinear assembly for architectural structures according to claim 1, wherein the bolt engagement holes (42 and 43) are provided on various types of the angular correction plates (30), at the same positions as those on the surfaces (15) of the connection plates (10).
3. The curvilinear assembly for architectural structures according to claim 1, wherein the connection bridges (20) are made using a C-shaped channel, a rectangular pipe, a circular pipe, and a timber, alone or in combination thereof, in correspondence to a feature of a corresponding building, wherein C-shaped channels (21) are connected with both sides of the connection bridge, so that they can be attached and fixed to the surfaces (15) of the connection plates (10), ■ and a pipe connection socket (25) into which the circular pipe (23) is put to then . be combined with a bolt, and a timber connection socket (26) into which a ,- desired timber is put to then be combined with a bolt are provided in order to join the connection bridge (20) with the connection plate (10).
PCT/KR2008/002822 2007-05-22 2008-05-21 Curvilinear assembly for architectural structures WO2008143454A2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR10-2007-0049553 2007-05-22
KR1020070049553A KR100802027B1 (en) 2007-05-22 2007-05-22 The curved fabrication of building structure

Publications (2)

Publication Number Publication Date
WO2008143454A2 true WO2008143454A2 (en) 2008-11-27
WO2008143454A3 WO2008143454A3 (en) 2009-01-22

Family

ID=38363466

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/KR2008/002822 WO2008143454A2 (en) 2007-05-22 2008-05-21 Curvilinear assembly for architectural structures

Country Status (2)

Country Link
KR (1) KR100802027B1 (en)
WO (1) WO2008143454A2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102051917B (en) * 2010-11-30 2012-10-10 哈尔滨工业大学 Space convergence node comprising reinforcement framework confined high-strength concrete and construction method thereof
CN102182249A (en) * 2011-04-08 2011-09-14 浙江东南网架股份有限公司 Bottom chord node fastening device of cylindrical surface suspended structure and prestresstensioning method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4357118A (en) * 1981-03-02 1982-11-02 Murray John R Connecting assembly for geodesic dome framework construction
EP0113494A1 (en) * 1982-12-13 1984-07-18 East-West Design, Inc. Junction plate
US4592671A (en) * 1984-06-21 1986-06-03 Daum William K Connector plate for fabricating buildings
KR200223456Y1 (en) * 2000-11-27 2001-05-15 주식회사코리아돔앤홈 An assembly appratus dome framework

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4357118A (en) * 1981-03-02 1982-11-02 Murray John R Connecting assembly for geodesic dome framework construction
EP0113494A1 (en) * 1982-12-13 1984-07-18 East-West Design, Inc. Junction plate
US4592671A (en) * 1984-06-21 1986-06-03 Daum William K Connector plate for fabricating buildings
KR200223456Y1 (en) * 2000-11-27 2001-05-15 주식회사코리아돔앤홈 An assembly appratus dome framework

Also Published As

Publication number Publication date
KR100802027B1 (en) 2008-02-11
WO2008143454A3 (en) 2009-01-22
KR20070063480A (en) 2007-06-19

Similar Documents

Publication Publication Date Title
JP3749825B2 (en) Brick masonry structure, brick masonry construction method and brick
US7165374B2 (en) Wall system and method
CN101956425A (en) Cordwood building system, element and assembling method
KR20080022307A (en) Fabricated block for construction
WO2008143454A2 (en) Curvilinear assembly for architectural structures
KR100901079B1 (en) Assembling buildings for panels
KR101518020B1 (en) Constructing member
KR20090046140A (en) Prefabricated korean-style house made of unit structure
WO2011036928A1 (en) House foundation panel unit, house foundation structure, and method for forming a house foundation
JP2008138493A (en) Aseismatic reinforcing metal fittings for wooden building
JPH08218624A (en) Form for construction
JP5528128B2 (en) Building structure joint structure
KR101885145B1 (en) Installation in a column to Beam Structure using SRC and PC
US20060185300A1 (en) Method and implements for erecting walls including a plurality of wall components
JPH07158183A (en) Connecting method of panel body for construction
JP6883317B2 (en) Fence structure, fence material and how to build a fence
KR100240137B1 (en) A panel for construction
JP4115679B2 (en) Column structure of building frame
KR101918006B1 (en) Joining part of construction exterior material and constructing method using the same
WO2011074562A1 (en) Triangular panel for dome-shaped building, dome-shaped building using the panel, and method for constructing the dome-shaped building
KR20050079383A (en) A mold assembly apparatus for wall construction a building
KR200261758Y1 (en) model of structure for traditional wooden structure with glued laminated timber and steel connect
KR200256938Y1 (en) An edifice structure body by using yellow soil board
JP3106773U (en) Roof frame materials and simple frame structures for buildings
JP2515569Y2 (en) Joint structure of columns and beams made of decorative coated rectangular steel pipe

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 08753617

Country of ref document: EP

Kind code of ref document: A2

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 08753617

Country of ref document: EP

Kind code of ref document: A2