WO2007122775A1 - 立体チューブ建築構造体 - Google Patents
立体チューブ建築構造体 Download PDFInfo
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- WO2007122775A1 WO2007122775A1 PCT/JP2006/324813 JP2006324813W WO2007122775A1 WO 2007122775 A1 WO2007122775 A1 WO 2007122775A1 JP 2006324813 W JP2006324813 W JP 2006324813W WO 2007122775 A1 WO2007122775 A1 WO 2007122775A1
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- layer
- hexagonal
- tube
- dimensional
- layer structure
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Classifications
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- 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
-
- 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
- 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
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1978—Frameworks assembled from preformed subframes, e.g. pyramids
Definitions
- the present invention relates to a building structure, and more particularly to a three-dimensional tube building structure in which a tube frame having a three-dimensional or three-dimensional structure is formed.
- Patent Document 1 a general ramen structure of a quadrangular lattice having a common zone in the center and a dwelling zone on the outer periphery, and an outer peripheral column arranged on the outer periphery of the dwelling zone and an outer peripheral beam therebetween.
- a so-called double tube structure is disclosed in which an outer tube structure having an inner tube structure having a general rigid frame structure composed of an inner peripheral column and an inner peripheral beam therebetween is disclosed in the common zone.
- Patent Document 2 also discloses a double tube structure having an outer frame and an internal frame which are general rigid frame frames.
- Patent Document 3 discloses a building having an outer tube structure provided with braces intersecting in a lattice of a general rigid frame structure composed of vertical columns and horizontal beams. This outer tube structure has been disclosed in the past. A slab-like diaphragm is provided inside to ensure the same resistance and rigidity as pure-frame frames.
- Patent Documents 4 5 etc.
- a structure in which a hexagonal lattice is connected in a horizontal plane to form a heart cam structure and stacked in a vertical direction via straight columns is known. It has been.
- Non-Patent Document 1 presents a building in which a hard cam-shaped steel member is provided on a curved surface layer and the inside is supported by a pillar.
- the hard-came steel members on the surface of this building are not the same-shaped hexagonal lattices connected in equal balance.
- Each side of the lattice is not a general linear member (column, beam, etc.).
- Patent Document 7 describes a single-layer dome frame formed by joining hexagonal lattice plane units in a honeycomb shape.
- a bundle material is arranged upright in the center, and the upper and lower ends of the bundle material and each corner of the lattice are connected by a tension material, and the tension can be adjusted by the length of the tension material.
- Patent Document 1 Japanese Patent Laid-Open No. 2002-317565
- Patent Document 2 Japanese Patent Application Laid-Open No. 2004-251056
- Patent Document 3 Japanese Patent Laid-Open No. 7-197535
- Patent Document 4 Japanese Patent Laid-Open No. 9-4130
- Patent Document 5 Japanese Patent Laid-Open No. 10-18431
- Patent Document 6 Japanese Patent Laid-Open No. 9-60301
- Patent Document 7 Japanese Patent Laid-Open No. 7-3890
- Non-Patent Document 1 "Ground 'Start to Zero Reproduction-Selected Collection of YuTC WTC Site Architecture Competition” by Suzanne' Stevens, translated by Yuko Shimoyama, published on December 1, 2004, Publisher Etsaretsuji, P.137
- the basic structure of a conventional tube frame is a general ramen structure in which quadrangular lattices composed of vertical columns (straight columns) and horizontal beams are combined. And in order to ensure a certain level of structural stability and seismic resistance, especially in high-rise and super-high-rise buildings, it is often insufficient to simply use the outer tube frame. Or arrange the columns of the inner tube frame at a certain density or more, install the inner tube frame, connect the outer tube frame and the inner tube frame with a flat slab or a specific beam, or add more sub-tubes in the outer tube frame Built-in frame or multiple outer tube mounts In many cases, various structural constraints such as connecting the structures are essential. For example, in Patent Documents 1 and 2, it is essential to use at least a double tube frame, and in Patent Document 3, it is essential to provide a horizontal slab diaphragm inside.
- the tube frame is constructed as a double or more multiple structure, as long as the basic structure is a general rigid frame structure consisting of straight columns and horizontal beams, the axial direction of the columns and beams Is limited to a specific direction. Therefore, depending on the direction of external force load, a large bending stress is generated. As a result, the height of the columns and beams needed to be increased in order to ensure structural strength, especially at higher and higher levels, thus limiting the degree of freedom of planning.
- honeycomb structure to the tube frame is a structure in which a hard cam structure is provided in a horizontal plane as in Patent Document 6 and stacked in a vertical direction via a straight pillar. The vertical load is supported by a straight column in the same way as a general rigid frame.
- the honeycomb structure described in Patent Document 7 is for constructing a single-layer dome frame, and is intended for a tube frame applicable to a high-rise or super-high rise.
- Non-Patent Document 1 although a hard cam-shaped steel member is provided on the surface layer, a support column is required inside, and the entire surface is not supported only by the surface layer.
- an object of the present invention is to provide a building structure having a tube frame having a novel basic structure that is completely different from the basic structure of a conventional tube frame.
- the present invention can ensure structural stability and earthquake resistance superior to those of conventional structures by using only a tube frame, especially for building structures applied to high-rise and super-high-rise buildings.
- the purpose is to realize a greater degree of design freedom than a conventional building structure with a tube frame.
- the three-dimensional tube building structure according to claim 1 includes a single-layer structure in which each side of a hexagonal structure unit is shared with an adjacent hexagonal structure unit and rigidly joined in a hard cam shape. Several layers have a main frame standing upright apart from each other, using the main frame An architectural structure that forms a three-dimensional tube frame,
- the structural members which are the sides of the hexagonal structural unit, are connected to each of the two diagonal columns on the left side and the right side, which are inclined and connected to each other in the direction opposite to the vertical direction, in the horizontal direction.
- Each of the upper side and the lower side along the beam, and the two left sides and the two right sides are provided at an angle with respect to the plane including the upper side and the lower side.
- each of the hexagonal structural units on one side and each of the hexagonal structural units on the other side are arranged to face each other, and the two layers are connected by a plurality of interlayer connection beams.
- the beam that is the upper side or the lower side in any one of the two adjacent single-layer structures, the oblique column that is the two left sides or the two right sides, and the two layers
- a second hexagonal structural unit is formed by the interlayer connecting beam, and the second hexagonal structural unit is rigidly joined to the adjacent second hexagonal structural unit in a hard cam shape.
- the three-dimensional tube building structure according to claim 2 is the solid tube building structure according to claim 2, in which the upper sides of the two hexagonal structural units in which the interlayer connecting beams are opposed to each other in plan view of the main frame. It is characterized by being arranged on a diagonal line of a quadrangle with the opposite side as the opposite side and on a diagonal line of the quadrangle with the lower side as the opposite side.
- the three-dimensional tube building structure according to claim 3 is characterized in that, in claim 1 or 2, the plurality of single-layer structures has a double-layer single-layer structure force.
- a three-dimensional tube building structure according to claim 4 is the solid tube construction structure according to any one of claims 1 to 3, wherein a slab is provided inside the single-layer structure standing upright among the plurality of single-layer structures. When provided, the end portion of the slab is used as a structural member in place of the beam on the upper side or the lower side of the hexagonal structure unit in the innermost single layer structure. To do.
- the three-dimensional tube building structure according to claim 5 is any one of claims 1 to 4, wherein the three-dimensional tube-like building structure has a substantially rectangular shape in a plan view.
- at least the outermost single-layer structure and the inner-layer single-layer structure adjacent to the plurality of single-layer structures form two sides having equal isosceles triangles in plan view. It is connected by an interlayer connection beam.
- a three-dimensional tube building structure according to claim 6 is characterized in that in any one of claims 1 to 5, the main frame force includes a portion having a different number of layers of the single-layer structure.
- the three-dimensional tube building structure according to claim 7 is the structure according to any one of claims 1 to 6, wherein the three-dimensional tube-shaped building structure is partially formed from one layer of the single-layer structure. It is characterized by including.
- the solid tube building structure according to claim 8 is characterized in that, in any one of claims 1 to 7, a plurality of slabs as main frames are provided at the same interval as the height of the hexagonal structure unit.
- a three-dimensional tube building structure according to claim 9 is the structure according to any one of claims 1 to 7, wherein a plurality of mainframes are arranged at the same interval as half the height of the hexagonal structure unit. A slab is provided.
- This main frame is used to form a tube frame. Therefore, although the tube frame in the present invention has a thickness and is three-dimensional, that is, three-dimensional, the entire multilayered single-layer structure should be considered as one tube shell. In this respect, for example, as disclosed in Patent Document 2, it is essentially different from a conventional double tube frame that secures a space for providing a dwelling zone or the like between the external frame and the internal frame.
- the peripheral surface of the tube frame has a no-cam structure, for example, as shown in Cited Document 6, a her cam structure is provided in a horizontal plane and stacked in a vertical direction via a straight column. The structure is completely different from the rectangular tube frame.
- the single-layer structure itself in which the hexagonal structural units are rigidly joined in the form of a no-cam is a strong structure, and a plurality of them are layered to form a Communicating By connecting with a beam, an extremely strong tube frame can be realized.
- the beam and the interlayer connection beam are connected in a straight line in a horizontal plane.
- the column is completely different from the tube frame of the conventional general ramen structure in that all columns are composed of slanted columns that are zigzag.
- a more characteristic configuration is as follows.
- the hexagonal structural unit in a single-layer structure has two left-handed oblique columns and two right-handed oblique columns provided at an angle to the plane containing the upper and lower beams, and two adjacent single-layer structures. Layer structures are connected by interlayer connection beams.
- the upper or lower beam of the hexagonal structural unit in either of the two adjacent layers, the right two sides or the left two oblique columns, and the two layers
- a second hexagonal structural unit is formed by the interlayer connection beams in.
- the second hexagonal structural unit is rigidly joined in a hard cam shape with the adjacent second hexagonal structural unit in plan view.
- the second Hercome structure formed by such a second hexagonal structure unit is vertical because it includes an oblique column. It is a three-dimensional structure with elevation in the direction, and it is visually recognized as a hexagon when viewed in plan.
- the single-layer structure itself is arranged in the same single-layer structure as the hard cam structure by the first rigid joint extending along the tube peripheral surface.
- a hard cam structure is formed by a three-dimensional second rigid joint extending in a substantially horizontal direction via an interlayer connection beam between the layer structures.
- the first Her-cam structure is arranged in multiple directions in the tube radial direction by stacking a plurality of single-layer structures, while the second Her-cam structure is arranged in the tube height direction. Are arranged in multiple layers. As a result, a three-dimensional heart structure in which the entire tube frame of the three-dimensional tube building structure is stretched three-dimensionally is realized.
- such a three-dimensionally expanded honeycomb-like bonding structure is similar to a diamond crystal structure, although the technical field is completely different.
- the diamond crystal structure is the hardest, most stable and resistant to breakage of natural minerals despite its low filling rate. This is a diamond This is because the crystal has a steric bond structure having a hexagonal lattice as a basic unit.
- the three-dimensional Packum structure of the tube frame is equivalent to a form in which the interatomic bonds in the diamond crystal structure are replaced with columns and beams, and is essentially a strong structure. Can be analogized.
- the three-dimensional tube building structure according to the present invention realizes a tube frame having a three-dimensional hammer structure as a whole, so that it is large with respect to an external force load from any direction. Support ability can be demonstrated.
- the tube frame having a three-dimensional Hercam structure has a geometric shape that is easily vector-converted into the axial force of the inclined beam regardless of the external force load from any angle.
- the tube frame with a solid honeycomb structure is also a geometric shape that allows the external force load to be continuously transmitted to the entire frame continuously, so it is converted into axial force one after another, dissipating the load. Can be dispersed. Therefore, the stress due to the bending moment can be reduced.
- the shafts are more diverse than those in the two-dimensional hermum structure having only one single-layer structure. This is due to the fact that a large number of oblique columns and beams having directions are arranged in a well-balanced manner.
- the tube frame in the three-dimensional tube building structure of the present invention has structural stability and earthquake resistance as compared with a tube frame having a general ramen structure or a tube frame composed of only a single-layer structure. Because it is superior, the dimensions of each member can be made smaller than these tube frames, and the degree of freedom in planning is increased. That is, the same deformation occurs Narrow columns and beams can be used for the horizontal load to be applied, compared to a tube structure with a general rigid frame structure or a tube structure that only has a single-layer structure.
- the tube frame in the three-dimensional tube building structure of the present invention is constructed by connecting and standing a plurality of single-layer structures in a multi-layer structure, only a single-layer structure may be erected. Excellent independence. As a result, since the dependence on the strength of the slab is reduced, the degree of freedom of the slab shape and arrangement is increased.
- the three-dimensional tube building structure according to the present invention can ensure the structural stability, earthquake resistance, and wind resistance of the entire building as a high-rise and super-high-rise main frame only by the tube frame.
- At least each single-layer structure is basically composed of a number of hexagonal structural units of the same shape, so all columns and beams are unified in one or several sizes and shapes. Therefore, it is possible to improve the workability, shorten the period, and reduce costs.
- a prestressed concrete structure in which hexagonal structural units are pre-united into precast concrete can be used to improve workability, shorten the time, and reduce costs.
- the above-mentioned interlayer connecting beam in the plan view of the main frame, has the upper sides of the two hexagonal structural units facing each other as the opposite sides. It is arranged on the diagonal line of the quadrangle and the diagonal line of the quadrangle whose lower side is the opposite side. According to this configuration, the beams are rigidly joined in a horizontal plane, and a strong structure can be obtained.
- the interlayer connecting beam since the interlayer connecting beam is provided to be inclined with respect to the faces of the two hexagonal structure units facing each other, the interlayer connecting beam is used as one side to form the above-mentioned second hard structure in plan view. It will be arranged at a suitable angle.
- (D) In the preferred embodiment of the three-dimensional tube building structure of the present invention, a plurality of single-layer structures are stacked. If the slab as the main frame is installed inside the single-layer structure standing upright on the innermost side, the beam of the upper or lower side of the hexagonal structural unit in the single-layer structure standing up on the innermost side Instead, the end of the slab can be used as a structural member. This can reduce the number of beams.
- the lowest of the plurality of single-layer structures is provided at the corner when the tube-shaped building structure is substantially square in plan view.
- the single layer structure of the outer layer and the single layer structure of the inner layer adjacent to the outer layer are connected by an interlayer connecting beam forming two sides such as an isosceles triangle in a plan view! .
- the interlayer connection beams are arranged more densely at the corners, and the triangles are easily arranged so that the external force load can be converted into axial force. Improvements can be made.
- the main frame includes portions having different numbers of layers of the single-layer structure.
- the main frame is thinned by reducing the number of single-layer structures at a location where the stress concentration is relatively small, and the location where stress concentration is expected (for example, a location near the corner) is simple.
- the location where stress concentration is expected for example, a location near the corner
- a preferred embodiment of the three-dimensional tube building structure of the present invention includes a portion partially formed from a single-layer structure.
- the single-layer structure is made thinner at a location where the stress concentration is relatively small, and a plurality of single-layer structures are stacked at a location where stress concentration is expected (for example, a location near the corner). This makes it possible to optimally design the entire three-dimensional tube building structure.
- a single-layer structure contributes to the reduction of the total amount of structure and coating cost.
- a plurality of slabs as main frames are provided at the same interval as the height of the hexagonal structure unit.
- a plurality of slabs as main frames are provided at the same interval as half the height of the hexagonal structural unit.
- FIGS. 1 and 2A to 2D are views for showing a basic form of a tube frame in a three-dimensional tube building structure according to the present invention.
- the tube frame in the three-dimensional tube building structure according to the present invention basically has a plurality of single-layer structures having a double-cam structure, and the plurality of single-layer structures are connected to each other.
- the main frame is used to form a tube shape, that is, a cylindrical shape. Realize a very strong tube frame by combining the hexagonal structural units that are rigidly joined in the form of a hard cam in the form of a single-layer structure itself and connecting them together in multiple layers. Can do.
- FIG. 1 is an external perspective view of an embodiment of a tube frame in the three-dimensional tube building structure of the present invention.
- a tube frame 1 in FIG. 1 is an embodiment having a main frame formed of a two-layer single-layer structure body. The axis of the tube extends along the vertical direction.
- the cross-sectional shape of the tube is a substantially square, and the cross-sectional shape of the force may be another polygonal shape, a circular shape, an elliptical shape, or the like.
- the two-layer single-layer structure is a single-layer structure A erected on the outside and a single-layer structure B erected on the inner side with a predetermined interval therebetween. These two-layer mainframes constitute the main part of the structural frame and are the main parts in terms of structural resistance.
- FIG. 2A is a partially enlarged view of the tube frame 1 of FIG. Fig. 2A (a) shows the part including the vicinity of the lower end of tube frame 1, and Fig. 2A (b) shows a set of hexagons facing each other among the hexagonal structural units constituting single-layer structures A and B, respectively. Structural units 10A and 10B are shown.
- the single-layer structure A is rigid in a hard cam shape by sharing each side of the hexagonal structure unit 10A with the adjacent hexagonal structure unit. Joined ha It has a cam structure.
- the single-layer structure B has a her cam structure in which each side of the hexagonal structure unit 10B is shared with the adjacent hexagonal structure unit and rigidly joined in a her cam shape.
- the hexagonal structural units 10A constituting the single-layer structure A and the hexagonal structural units 10B constituting the single-layer structure B are arranged so as to face each other.
- the structure member of the six sides constituting one hexagonal structural unit 10A in the single-layer structure A is composed of beams arranged on the lower side 11A and the upper side 12A along the horizontal direction, and the two sides on the left side. It consists of an oblique column arranged on 13A and 14A, respectively, and an oblique column arranged on the two right sides 15A and 16A.
- the structural members on the six sides constituting one hexagonal structural unit 10B in the single-layer structure B are composed of beams arranged on the lower side 11B and the upper side 12B along the horizontal direction, and the left side 13B. And 14B, and the right two sides 15B and 16B.
- the single-layer structure A and the single-layer structure B are connected by a plurality of interlayer connection beams L.
- the interlayer connection beam L connects the upper sides 12A and 12B and the lower sides 11A and 11B of the two hexagonal structural units 10A and 10B facing each other by rigid joining.
- the interlayer connecting beam L extends not in the vertical direction but in the inclined direction with respect to each upper side or each lower side. That is, the opposite ends of two parallel upper sides 12A and 12B are connected to each other, and the opposite ends of two parallel lower sides 11A and 11B are connected to each other.
- the basic structure of the tube frame of the present invention is not limited to two layers, and a plurality of single-layer structures may be stacked, but in that case, the single-layer structure standing on the innermost side may be used.
- a slab as a main frame can be provided inside the structure. When such a slab is provided, the end portion of the slab can be used as a structural member in place of the beam on the upper side or the lower side of the hexagonal structure unit in the single-layer structure standing up on the innermost side. This can reduce the number of beams.
- FIG. 2B is a diagram showing a configuration of a single-layer structure A that is an outer layer of the tube frame 1 shown in FIG.
- the single-layer structure B has the same configuration.
- Fig. 2B (a) is a partially enlarged front view of single-layer structure A
- Fig. 2B (b) is a single-layer structure corresponding to the portion of Fig. 2B (a).
- 2 is a plan view of a body A.
- plan view in the drawings attached to this specification is a plan view of the basic form of the tube frame according to the present invention in which upward force is also seen (hereinafter, this viewpoint force is also referred to as "plan view”. Called).
- this viewpoint force is also referred to as "plan view”.
- the single-layer structure A is formed by rigidly joining hexagonal structural units in a knife-cam shape.
- a row of hexagonal structural units 10A1 (first row) coupled along the vertical direction G and the right of the first row
- Multiple adjacent hexagonal unit rows 10A2 (second row) which are also connected along the vertical direction G, and connected to the right side of the second row, also along the vertical direction G.
- a plurality of combined hexagonal unit rows 10A3 (third row) are arranged.
- the first row 10A 1 and the second row 10A2 are staggered by a length that is half the height h of the hexagonal structural unit, and the same applies to the second row 10A2 and the third row 10A3. is there.
- the first row 10A1 and the third row 1 OA3 are located at the same height. Therefore, in the her cam structure, the first row 10A1 and the second row 10A2 are alternately arranged along the circumferential direction of the tube.
- each hexagonal structural unit has a bilaterally symmetrical shape in plan, but does not have to be a regular hexagon.
- the lower right side 15A and the upper right side 16A which are two oblique columns inclined in opposite directions with respect to the vertical direction G, are connected.
- the lower right side 15A is inclined with respect to the vertical direction G by an angle ⁇
- the upper right side 16A is inclined with respect to the vertical direction G by an angle a in the opposite direction.
- the connecting part of the two oblique columns protrudes outward from the hexagonal unit.
- the left lower side 13A and the upper left side 14A constituting the left side are also two connected oblique columns that are inclined symmetrically with the right side.
- each hexagonal structural unit of the single-layer structure A in the present invention is not flat.
- the oblique column on the upper left side 14A (overlapping the lower left side 13A) And an angle of
- the oblique column on the upper right side 16 ⁇ (superimposed on the lower right side 15A) is provided at an angle ⁇ 81 with respect to the plane including the beams on the upper side 12A and the lower side 11A.
- the left oblique column and the right oblique column are located on opposite sides of the plane including the upper and lower beams. Therefore, in plan view, the row 10A2 of hexagonal structural units is bent so that the upper left force in the direction of the drawing in the drawing also decreases to the lower right. Similarly, the column 10A1 of the hexagonal structural unit adjacent to the left is also bent so as to descend from the upper left to the lower right. On the other hand, the column 10A3 of the hexagonal structure unit on the right is bent so that the lower left force in the direction of the page of the figure rises to the upper right.
- each of the left oblique column and the right oblique column in a plan view may be bent so as to be located on opposite sides with respect to the plane including the upper and lower beams, or You may bend so that it may be located on the same side. Further, the angle j8 1 and the angle j8 2 formed by the left oblique column and the right oblique column with respect to the plane including the upper and lower beams may be different from each other.
- each of the left oblique column and the right oblique column is provided with a predetermined angle with respect to the plane including the upper and lower beams is connected in a predetermined arrangement, thereby specifying It is possible to form a tube frame 1 having a cross-sectional shape. Therefore, the bending shape and arrangement design of each hexagonal structural unit will be determined by the desired cross-sectional shape of the tube frame 1.
- FIG. 2C (a) is a partially enlarged plan view of the tube frame 1 shown in FIG. A part of the main frame formed by the two-layer single-layer structures A and B and the interlayer connecting beam L connecting them is shown.
- the hexagonal structural unit column 10A1-: L0A4 is shown
- the hexagonal structural unit column 10B1-: L0B4 is shown in the single-layer structure A.
- the interlayer distance d between the single-layer structures is basically kept almost constant in the entire tube frame 1.
- one of the features of the main frame of the tube frame in the present invention is that the second hexagonal structural units 21, 22, 23,. It is that you are. Further, these second hexagonal structural units 21, 22, 23,... Are also rigidly joined in the form of a hard cam sharing a side with the adjacent second hexagonal structural unit.
- the tube frame 1 has a second hard cam structure extending in a substantially horizontal direction.
- FIG. 2C (b) is an explanatory view schematically showing only the portions of the second hexagonal structural units 21 and 22 shown in FIG. 2C (a).
- the six-side structural members constituting the second hexagonal structural unit 21 are the first row 10A1 and the second row 10A2 of the single-layer structure A, and the first row 10B1 and the second row of the single-layer structure B. It is formed by the beam in any one of 10B2, the oblique column, and the interlayer connection beam L. Specifically:
- the six-side structural members constituting the second hexagonal structural unit 22 on the right side thereof are the second row 10A2 and the third row 10A3 of the single-layer structure A and the single-layer structure B. It is formed by the beam in either the second row 10 B2 or the third row 10B3, the oblique column, and the interlayer connection beam L. Specifically, it is as follows.
- FIG. 2C (c) is a diagram in which a part constituted by a pair of opposed beams and interlayer connection beams is extracted from the explanatory diagram of FIG. 2C (b).
- the interlayer connection beam L is arranged on the diagonal of the quadrangle whose opposite sides are the beams on the upper side of the two hexagonal structural units facing each other, and on the diagonal of the quadrangle whose opposite sides are the beams on the lower side.
- the diagonal lines are arranged on the short diagonal line. In other words, this part has a characteristic italic N-shape.
- the italic N-shape is inverted.
- FIG. 2C (a) the left two italic N-shaped parts and the right two italic N-shaped parts are inverted from each other.
- the second double cam structure in a plan view of the tube frame is composed of two parallel sides composed of diagonal columns, a beam, It can also be called a shape in which italic N-shaped parts composed of inter-layer connection beams L are connected alternately.
- a single-layer structure having a plurality of layers may be stacked.
- the second hexagonal structural unit is formed by the beam that is the upper or lower side of the single layer structure of the layer, the oblique column that is the left or right side, and the interlayer connecting beam between the two layers.
- the second hexagonal structure units adjacent to each other share a side and are rigidly joined together to form a second hard cam structure.
- the second hexagonal structural unit in plan view does not necessarily have a left-right symmetric shape as shown in FIGS. 3A to 3D to be described later, and the opposing beams may not be the same length.
- some vertices may be concave. This is because the shape of the individual second hexagonal structure unit depends on the design of the cross-sectional shape of the tube frame 1. However, at least two opposing sides composed of oblique columns are arranged in parallel and with the same length.
- the second hexagonal structural unit is also not flat when viewed from the side force.
- FIG. 2D is an overall plan view of the tube frame 1 shown in FIG.
- the illustrated tube frame 1 has a substantially square cross-sectional shape. Therefore, the second hexagonal structural units 21, 22.. In the plan view are formed on each side of the substantially square shape of the second Hercam structural force. There are special structures for the four corners X. This will be explained later in Fig. 6.
- the second Hercam structure in plan view has a multiple configuration in which a plurality of layers of the second Hercam structure exist on the entire tube frame 1 when viewed from the vertical direction.
- the above-mentioned first hermetic structure forming the peripheral surface of the single-layer structure also has a multi-layer structure in which a plurality of single-layer structures are stacked. Therefore, the tube frame 1 has a three-dimensional three-dimensional hard cam structure by the first honeycomb structure and the second hard cam structure in plan view.
- FIGS. 3A to 3C show examples of various connection forms of hexagonal structural units in a single-layer structure, and various connection forms in a mainframe in which two layers of single-layer structures are stacked. It is a partial top view which shows an Example, respectively.
- FIG. 3A (a) partially shows an example of the single-layer structure A, and includes rows of hexagonal structural units from the first row 10A1 to the fourth row 10A4.
- Each row of hexagonal structural units is arranged such that each oblique column on both sides is located on the opposite side with respect to the plane including the beam.
- the rows of hexagonal structural units are connected so that the directions of bending are the same, and as a result, the upper left force on the paper surface of the figure also moves linearly to the lower right.
- Figure 3A (b) is a figure formed by layering single-layer structure B with the same arrangement as single-layer structure A in Figure 3A (a). A part of the main frame is shown. In this case, the italic N-shaped part composed of the beam and the interlayer connection beam L are all in the same direction. This configuration can be applied to a straight portion in the cross-sectional shape of the tube frame.
- FIG. 3B (a) partially illustrates another embodiment of single-layer structure A, which includes rows of hexagonal structural units from first row 10A1 to fourth row 10A4. .
- Each row of hexagonal structures is arranged so that the diagonal columns on both sides are located on the opposite side of the plane containing the beam.
- the difference from the example of FIG. 3A above is that the rows of hexagonal structural units are connected so as to alternately reverse the direction of bending. Therefore, it has a shape that meanders in the vertical direction of the drawing.
- FIG. 3B (b) shows a part of the main frame formed by stacking the single layer structure B having the same arrangement configuration as the single layer structure A of FIG. 3B (a). In this case, the italic N-shaped parts composed of beams and inter-layer connection beams L are alternately inverted. This configuration can be applied to a straight portion including a meandering shape in the cross-sectional shape of the tube frame.
- FIG. 3C (a) partially illustrates yet another embodiment of single layer structure A, which includes hexagonal structural unit rows from first row 10A 1 to third row 10A3. ing.
- the rows of each hexagonal structural unit are arranged so that each oblique column on both sides is located on the same side with respect to the plane containing the beam. Therefore, the overall shape is a curved line.
- FIG. 3C (b) shows a part of the main frame formed by stacking the single layer structure B having substantially the same arrangement configuration as the single layer structure A of FIG. 3C (a).
- the beam of the inner single layer structure B is shorter than the beam of the outer single layer structure A in order to draw a curved line as a whole. This configuration can be applied to a curved portion in the cross-sectional shape of the tube frame.
- FIG. 3D is a plan view of an embodiment of the tube frame 1 having a substantially circular cross-sectional shape.
- a second hard cam structure is formed by the second hexagonal structure units 21, 22, in plan view, uniformly over the entire circumference of the substantially circular shape.
- the tube frame 1 of the present invention is a three-dimensional structure formed by the first har- mer structure constituting each single-layer structure and the second her cam structure in plan view.
- Such a geometric shape is an oblique column for any external force load of any angular force. It is a shape that is easily vector-converted to the axial force of beams and beams. Since the tube frame 1 with a three-dimensional hard cam structure also has a geometric shape that facilitates the continuous transmission of external force load to the entire frame, it is converted into axial force one after another in the process, and the external force load Can be dissipatively dispersed. Therefore, the stress due to the bending moment can be reduced.
- the three-dimensional honeycomb structure in which a plurality of single-layer structures according to the present invention are stacked has a more diverse axial direction than a two-dimensional honeycomb structure having only a single-layer structure. This is because a large number of oblique columns and beams are arranged in a well-balanced manner.
- Fig. 4 is an external perspective view showing an embodiment of a solid tube building structure according to the present invention.
- the tube frame 1 has the same configuration as that shown in FIG.
- a plurality of slabs 31a and 31b are provided inside the tube frame 1.
- each of the slabs 31a and 31b extends horizontally throughout the inside of the single layer structure B inside the force.
- the plurality of slabs 31a are respectively joined to the beams 11B1 and 12B1 on the lower and upper sides of the hexagonal structural unit included in the first row 10B1.
- the plurality of slabs 31b are joined to the beams 11B2 and 12B2 on the lower side and the upper side of the hexagonal structural unit included in the adjacent second row 10B2.
- the distance between adjacent slabs 31a and 31b is half the height h of the hexagonal structural unit. If the distance between the slab 31a and the slab 31b is the second floor of the building, it is divided into two layers using subframes, so that four layers can be created within the height h of one hexagonal structural unit. Can be provided.
- the ends of the slabs 31a and Z or the slab 31b, which are main frames, can serve as the beams 11B1, 12B1, etc. of the hexagonal structural unit of the single-layer structure B, in which case The beam can be omitted.
- the ends of the slabs 31a and Z or 31b are formed at the single-layer structure B where there is no beam (that is, on the center line that divides one hexagonal structure unit into two in the horizontal direction).
- the layer structure B may be projected into the interlayer space with the single layer structure A, and the single layer structure A may be projected outside.
- FIG. 5 is an external perspective view showing another embodiment of the three-dimensional tube building structure according to the present invention.
- the embodiment of FIG. 5 is almost the same as that of FIG. 4, and the force slabs 31a and 31b in which the adjacent slabs 31a and 31b are provided at half the height h of the hexagonal structural unit. of Each is different in that it is partially provided inside the single-layer structure B inside the force. In this case, the area of each slab 31a, 31b is set so as to be acceptable in structural mechanics.
- the tube frame having the three-dimensional Hakam structure of the present invention has a high degree of freedom in the arrangement of slabs in the plane, the slab interval, the setting of the hierarchy, and the like.
- the mainframe forms a space of 2 layers or 4 layers because beams exist alternately every 2 layers. . Therefore, the subframes for each floor can be set appropriately for joining and separation without having to bear the earthquake resistance and wind pressure resistance of the entire building, and have a high degree of freedom in plane and three-dimensional space. .
- the tube frame of the present invention is an extremely strong structure in which a plurality of single-layer structures are stacked, so that the entire building structure can be sufficiently supported without a slab as a main frame inside. it can. Therefore, there is a great degree of freedom in the installation of internal elevators, stairs, pipe spaces, and atriums.
- the two-cam structure is basically a repetition of hexagonal structural units of the same size, it is possible to unify the sizes and shapes of all the columns and beams into several types. Therefore, it is possible to improve the workability, shorten the construction period, and reduce the cost.
- FIG. 6 (a) is a partial perspective view showing the structure of the corner X in the tube frame 1 having a substantially rectangular cross-sectional shape shown in the plan view of FIG. 2D.
- Figure 6 (b) is a partial plan view.
- the hexagonal structural unit 40A is arranged at the corner of the outermost single-layer structure A so that it is equiangular (45 degrees in the example shown) with respect to both adjacent surfaces (assumed to be substantially flat). Is done.
- a plurality of hexagonal structural units 40a are connected in the vertical direction to form a row at the corner.
- the six sides of the hexagonal structural unit 40a are formed by the beams of the lower side 41 and the upper side 42, the left oblique column of the lower left side 43 and the upper left side 44, and the right oblique column of the lower right side 45 and the upper right side 46.
- the corners of the inner single-layer structure B are at the extreme ends of the two adjacent surfaces (assumed to be substantially flat); ⁇ ! ⁇
- the connecting portions 51 and 52 of the two oblique columns are joined. Accordingly, a rhombus formed by the four oblique columns 13B, 14B, 15B and 16B is formed at the corner of the single-layer structure ⁇ .
- both end portions of the beam 41 in the single-layer structure ridge and the connecting portion 51 at the corner of the single-layer structure B are connected by interlayer connection beams 47a and 48a, respectively.
- both end portions of the beam 42 in the single-layer structure A and the connecting portion 52 at the corner of the single-layer structure B are connected by interlayer connection beams 47b and 48b, respectively.
- the interlayer connection beams 47a and 48a (or 47b) also extend at both ends of the beam 41 (or 42) at the corner of the outermost single-layer structure A.
- 48b) form two isosceles equilateral U sides with the connecting portion 51 (or 52) of the inner single-layer structure B as a vertex.
- the interlayer connecting beams are arranged more densely in the corner and the external force load is arranged in a triangle that is easily converted into an axial force.
- the strength of the corner where stress is concentrated can be improved.
- Fig. 7 is an explanatory view of an embodiment in which portions having different numbers of layers of a single-layer structure are provided in the tube frame of the present invention.
- the tube frame of the present invention is basically formed by stacking a plurality of single-layer structures, but it is not necessary to form only a two-layer structure or a three-layer structure, for example. And a three-layer structure may be mixed. Furthermore, as long as the effects of the present invention are exhibited, a portion where only a single layer structure is disposed may be provided.
- FIG. 7 (a) shows a layer number transition portion between a portion where only a single layer structure is disposed (S layer portion) and a portion where two layers are disposed (portion consisting of A layer and B layer). It is a fragmentary perspective view which shows the structure.
- the left side of the drawing is the two-layer part, and the right side is the S-layer part.
- the S layer and the A layer are apparently continuous, and the B layer is provided with an interlayer distance inside the A layer (in the depth direction of the drawing).
- the beam 12A of the hexagonal structure unit (number of layers transition part) located at the extreme end of the S layer is further directed toward the S layer side of the beam 12A at a predetermined angle.
- Join This predetermined angle is set so that the distance d between the tip of the beam M and the tip of the beam 12A is the interlayer distance between the A layer and the B layer.
- the B-layer hexagonal unit is connected from the tip of the beam M.
- FIG. 7 (b) shows a layer between a portion where only a single layer structure is disposed (S layer portion) and a portion where three layers are disposed (portion consisting of A layer, B layer and C layer). It is a fragmentary perspective view which shows the structure of a number transfer part. The left side of the drawing is the three-layer part, and the right side is the S-layer part. As an example, the S layer and the A layer are apparently continuous, the B layer is provided with an interlayer distance inside the A layer, and the C layer is provided with an interlayer distance inside the B layer. Yes.
- another beam Ml is directed inward to the end on the S layer side of the beam 12A of the hexagonal structure unit (layer number transition portion) located at the end of the S layer at a predetermined angle.
- Join. This predetermined angle is set so that the distance dl between the tip of the beam Ml and the tip of the beam 12A is the interlayer distance between the A layer and the B layer.
- the tip force B of the beam Ml Hexagonal structure unit of B layer is connected.
- another beam M2 is joined to the end on the S layer side of the beam 12B located at the end of the B layer at a predetermined angle toward the inside. This predetermined angle is set so that the distance d2 between the beam M2 and the tip of the beam 12B is the interlayer distance between the B layer and the C layer.
- the tip force of beam M2 is also connected to the C-layer hexagonal unit.
- the structure of the layer number transition portion shown in FIG. 7 is an example, and various modifications are possible.
- the number of layers should be increased at locations where stress is concentrated and the number of layers should be decreased at locations where the load is light. This mainly depends on the overall shape of the tube frame.
- the three-dimensional tube building structure according to the present invention is basically a force in which the tube frame as a whole is formed by the first and second hard cam structures described above. Insofar as the gist of the invention is met and as long as structural mechanics permits, a case where a structure other than these hard cam structures is incorporated into a part of the tube frame is also included in the scope of the present invention.
- the three-dimensional tube building structure according to the present invention can be constructed of various building materials, such as wooden, steel, reinforced concrete (RC), steel reinforced concrete (SRC), concrete-filled steel pipe (CFT), prestressed It can be made of concrete (PC).
- FIG. 1 is an external perspective view of an embodiment of a tube frame in a three-dimensional tube building structure according to the present invention.
- FIG. 2A is a partially enlarged view of the tube frame 1 of FIG. (a) shows the part including the vicinity of the lower end of the tube frame, and (b) shows a set of hexagonal structural units facing each other among the hexagonal structural units constituting the single-layer structures A and B, respectively. Yes.
- FIG. 2B is a diagram showing a configuration of a single-layer structure A that is an outer layer of the tube frame shown in FIG. 1.
- (a) is a partially enlarged front view of the single-layer structure A
- (b) is a plan view of the single-layer structure A corresponding to the part (a).
- FIG. 2C (a) is a partially enlarged plan view of the tube frame shown in FIG. (B) is an explanatory view schematically showing only a portion of the second hexagonal structural unit shown in (a).
- (C) is a diagram extracted from the explanatory diagram of (b), in particular, the part composed of the beam and the interlayer connection beam L.
- FIG. 2D is an overall plan view of the tube frame shown in FIG.
- the tube frame 1 shown in the figure has a substantially square cross section.
- FIG. 3A (a) partially shows an example of a single-layer structure A, and (b) shows a single-layer structure B having the same arrangement configuration as the single-layer structure A of (a).
- FIG. 3 is a view showing a part of a main frame formed by stacking layers.
- FIG. 3B (a) partially shows an example of a single-layer structure A, and (b) shows a single-layer structure B having the same arrangement configuration as the single-layer structure A of (a).
- FIG. 3 is a view showing a part of a main frame formed by stacking layers.
- FIG. 3C (a) partially shows an example of a single-layer structure A, and (b) shows a single-layer structure B having the same arrangement configuration as the single-layer structure A of (a).
- FIG. 3 is a view showing a part of a main frame formed by stacking layers.
- FIG. 3D is a plan view of an embodiment of a tube frame having a substantially circular cross-sectional shape.
- FIG. 4 is an external perspective view showing an embodiment of a three-dimensional tube building structure according to the present invention.
- ⁇ 5 An external perspective view showing another embodiment of the three-dimensional tube building structure according to the present invention.
- ⁇ 6] (a) shows a tube frame having a substantially rectangular cross section shown in the plan view of FIG. 2D. 4 is a partial perspective view showing the structure of the corner X. (B) is also a partial plan view. [7] (a) is a partial perspective view showing the structure of the layer number transition portion between the S layer portion and the two layer portion.
- (B) is a partial perspective view showing the structure of the layer number transition part between the S layer part and the three layer part.
Abstract
Description
Claims
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP06834568A EP2011931B1 (en) | 2006-04-21 | 2006-12-13 | Three-dimensional tube building structure |
DE602006011061T DE602006011061D1 (de) | 2006-04-21 | 2006-12-13 | Dreidimensionale röhrenförmige gebäudestruktur |
CN200680052177XA CN101336325B (zh) | 2006-04-21 | 2006-12-13 | 立体管状建筑结构体 |
US11/884,732 US20100154345A1 (en) | 2006-04-21 | 2006-12-13 | Three-Dimensional Tubular Architectural Structure |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2006-118399 | 2006-04-21 | ||
JP2006118399A JP4108101B2 (ja) | 2006-04-21 | 2006-04-21 | 立体チューブ建築構造体 |
Publications (1)
Publication Number | Publication Date |
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WO2007122775A1 true WO2007122775A1 (ja) | 2007-11-01 |
Family
ID=38624698
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/JP2006/324813 WO2007122775A1 (ja) | 2006-04-21 | 2006-12-13 | 立体チューブ建築構造体 |
Country Status (8)
Country | Link |
---|---|
US (1) | US20100154345A1 (ja) |
EP (1) | EP2011931B1 (ja) |
JP (1) | JP4108101B2 (ja) |
KR (1) | KR100925296B1 (ja) |
CN (1) | CN101336325B (ja) |
DE (1) | DE602006011061D1 (ja) |
TW (1) | TW200741068A (ja) |
WO (1) | WO2007122775A1 (ja) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2597417C2 (ru) * | 2012-09-25 | 2016-09-10 | Юрий Васильевич Шевнин | Складной каркас сетчатой оболочки |
CN109440923A (zh) * | 2018-12-17 | 2019-03-08 | 贵州大学 | 一种不规则蜂窝状空间网格盒式结构及制作方法 |
CN113006281A (zh) * | 2021-03-09 | 2021-06-22 | 浙大城市学院 | 一种底部转换的立面大菱形网格巨型斜柱超高层结构及构成方法 |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
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US8286392B2 (en) * | 2008-08-08 | 2012-10-16 | David Noble | Inhabitable space frames |
KR101154357B1 (ko) | 2009-09-08 | 2012-06-14 | 주식회사 세진에스씨엠 | 초고층 건축물의 전단벽 구조 |
WO2013003882A1 (en) * | 2011-07-04 | 2013-01-10 | Betts John Marsden | A three dimensional upwardly convex frame and a method of constructing same |
CN103982005A (zh) * | 2014-04-15 | 2014-08-13 | 安徽富煌钢构股份有限公司 | 一种蜂窝形钢框架柱 |
CN105155670A (zh) * | 2015-10-07 | 2015-12-16 | 徐林波 | 一种模块化组合建筑 |
CN108953443B (zh) * | 2018-07-17 | 2019-12-17 | 中国人民解放军海军工程大学 | 内凹八边形立方点阵夹层板结构 |
CN109898659B (zh) * | 2019-03-28 | 2020-08-11 | 中国航空规划设计研究总院有限公司 | 一种螺旋上升式多空间结构体系 |
JP7435140B2 (ja) | 2020-03-26 | 2024-02-21 | 株式会社大林組 | 構造体を有する構造物及びその構築方法 |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH073890A (ja) | 1993-06-15 | 1995-01-06 | Taisei Corp | 構面体ユニット及びこれを利用した単層ドーム架構体 |
JPH07197535A (ja) | 1993-12-28 | 1995-08-01 | Shimizu Corp | チューブ構造の建築物 |
JPH094130A (ja) | 1995-06-23 | 1997-01-07 | Nippon Concrete Ind Co Ltd | コンクリート製品およびコンクリートの打ち継ぎ方法 |
JPH0960301A (ja) | 1995-08-29 | 1997-03-04 | Maeda Corp | 超超高層建築物およびその施工方法 |
JPH1018431A (ja) | 1996-06-28 | 1998-01-20 | Showa Aircraft Ind Co Ltd | 多人数収容用の多段式構造体 |
JP2002317565A (ja) | 2001-04-20 | 2002-10-31 | Shimizu Corp | 集合住宅建物 |
JP2004251056A (ja) | 2003-02-21 | 2004-09-09 | Shimizu Corp | 建物の構造 |
JP3811708B1 (ja) * | 2005-10-25 | 2006-08-23 | 積水化学工業株式会社 | 建築構造体 |
Family Cites Families (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3229004A (en) * | 1963-10-17 | 1966-01-11 | Levine Richard Steven | Method of molding structural matrices |
US4446666A (en) * | 1979-07-03 | 1984-05-08 | Allied Corporation | Tetrahedral truss |
US4640214A (en) * | 1985-01-18 | 1987-02-03 | Bruns John H | Modular multi-storage building |
DE4022138C1 (ja) * | 1990-07-11 | 1992-02-13 | Mero-Raumstruktur Gmbh & Co Wuerzburg, 8700 Wuerzburg, De | |
US5394661A (en) * | 1993-06-24 | 1995-03-07 | Noble; Curtis R. | Earthquake resistant biosphere |
JP3259238B2 (ja) * | 1994-02-28 | 2002-02-25 | 清水建設株式会社 | チューブ構造の建築物 |
US5615528A (en) * | 1994-11-14 | 1997-04-01 | Owens; Charles R. | Stress steering structure |
EP0743999B1 (en) * | 1994-11-14 | 2003-04-09 | OWENS, Charles R. | Structural frame |
GB9603476D0 (en) * | 1996-02-19 | 1996-04-17 | Holden Laurence | Honeycomb frame construction |
CN1207437A (zh) * | 1998-07-27 | 1999-02-10 | 陈长兴 | 仿蜂巢设计体系 |
US6240694B1 (en) * | 1999-12-14 | 2001-06-05 | Geometrica, Inc. | Storage dome for combustible bulk material |
US6910308B2 (en) * | 2003-02-04 | 2005-06-28 | Ilc Dover Lp | Inflatable rigidizable boom |
US7574830B2 (en) * | 2006-08-08 | 2009-08-18 | Christopher Baker | High strength lightweight material |
-
2006
- 2006-04-21 JP JP2006118399A patent/JP4108101B2/ja not_active Expired - Fee Related
- 2006-12-13 US US11/884,732 patent/US20100154345A1/en not_active Abandoned
- 2006-12-13 CN CN200680052177XA patent/CN101336325B/zh not_active Expired - Fee Related
- 2006-12-13 EP EP06834568A patent/EP2011931B1/en active Active
- 2006-12-13 KR KR1020087017746A patent/KR100925296B1/ko not_active IP Right Cessation
- 2006-12-13 DE DE602006011061T patent/DE602006011061D1/de active Active
- 2006-12-13 WO PCT/JP2006/324813 patent/WO2007122775A1/ja active Application Filing
- 2006-12-15 TW TW095147064A patent/TW200741068A/zh unknown
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH073890A (ja) | 1993-06-15 | 1995-01-06 | Taisei Corp | 構面体ユニット及びこれを利用した単層ドーム架構体 |
JPH07197535A (ja) | 1993-12-28 | 1995-08-01 | Shimizu Corp | チューブ構造の建築物 |
JPH094130A (ja) | 1995-06-23 | 1997-01-07 | Nippon Concrete Ind Co Ltd | コンクリート製品およびコンクリートの打ち継ぎ方法 |
JPH0960301A (ja) | 1995-08-29 | 1997-03-04 | Maeda Corp | 超超高層建築物およびその施工方法 |
JPH1018431A (ja) | 1996-06-28 | 1998-01-20 | Showa Aircraft Ind Co Ltd | 多人数収容用の多段式構造体 |
JP2002317565A (ja) | 2001-04-20 | 2002-10-31 | Shimizu Corp | 集合住宅建物 |
JP2004251056A (ja) | 2003-02-21 | 2004-09-09 | Shimizu Corp | 建物の構造 |
JP3811708B1 (ja) * | 2005-10-25 | 2006-08-23 | 積水化学工業株式会社 | 建築構造体 |
Non-Patent Citations (3)
Title |
---|
See also references of EP2011931A4 |
SUSANNE STEPHENS; YUKO SHIMOYAMA, RESURRECTION FROM GROUND ZERO: NEW YORK WTC COMPETITION |
SUSANNE STEPHENS; YUKO SHIMOYAMA: "Resurrection from Ground Zero: New York WTC Competition", 1 December 2004, EXKNOWLIDGE CO., LED, pages: 137 |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2597417C2 (ru) * | 2012-09-25 | 2016-09-10 | Юрий Васильевич Шевнин | Складной каркас сетчатой оболочки |
CN109440923A (zh) * | 2018-12-17 | 2019-03-08 | 贵州大学 | 一种不规则蜂窝状空间网格盒式结构及制作方法 |
CN113006281A (zh) * | 2021-03-09 | 2021-06-22 | 浙大城市学院 | 一种底部转换的立面大菱形网格巨型斜柱超高层结构及构成方法 |
CN113006281B (zh) * | 2021-03-09 | 2022-05-20 | 浙大城市学院 | 一种底部转换的立面大菱形网格巨型斜柱超高层结构及构成方法 |
Also Published As
Publication number | Publication date |
---|---|
EP2011931A4 (en) | 2009-04-15 |
CN101336325B (zh) | 2011-01-12 |
KR100925296B1 (ko) | 2009-11-04 |
DE602006011061D1 (de) | 2010-01-21 |
JP2007291647A (ja) | 2007-11-08 |
CN101336325A (zh) | 2008-12-31 |
EP2011931A1 (en) | 2009-01-07 |
US20100154345A1 (en) | 2010-06-24 |
TW200741068A (en) | 2007-11-01 |
EP2011931B1 (en) | 2009-12-09 |
JP4108101B2 (ja) | 2008-06-25 |
KR20080108079A (ko) | 2008-12-11 |
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