The present invention relates to an architectural structure through which, for instance, roofs, ceilings, floors and walls of large size can be formed while exhibiting quake-resistant and oscillation-absorbing properties and that is suitably employed as a large space structure such as a gymnasium, a school building or an exhibition hall.
In large space structures such as gymnasiums, school buildings or exhibition halls, planar structures such as roofs, ceilings, floors or walls are formed to be large size for securing a large internal space while it is necessary to support these planar structures by means of columns or similar that are collected at peripheries of the building. It was thus conventionally performed to form the planar structures themselves or frames such as beams and binding beams for supporting the same of rigid steel material to comprise rigid structures with improved flexural rigidity.
However, since the rigid structures are inferior in weight absorbability, there are possibilities that they are apt to deform upon application of excess load and that they receive unconsidered damages, and their arrangement as rigid structures lead to increased weight which makes the load applied to the columns or similar even larger.
The present invention has been worked out in view of the above problems, and the first invention of the present application aims to provide an architectural structure that is capable of forming planar structures that are suitable for use as roofs, ceilings and floors to be of large size while holding down increase in weight, and that is capable of absorbing, upon application of elastic functions to the planar structures, excess load through such elastic deformation for improving quake-resistant and oscillation-absorbing properties.
The second invention aims to provide an architectural structure that is capable of forming planar structures that are suitable for use as outer walls to be of large size while holding down increase in weight, and that is capable of absorbing, upon application of elastic functions to the planar structures, excess load through such elastic deformation for improving quake-resistant and oscillation-absorbing properties.
For achieving the above purposes, the architectural structure of the first invention is characterized in that it comprises architectural frameworks in which bent architectural members, each of which includes, in a successive manner, a horizontal frame portion and a longitudinal portion that succeeds from an end portion of the horizontal frame portion through an arc-like portion and that bends in a substantially right-angular manner with respect to the horizontal frame portion, are arranged in that joint portions including a multiple surface connecting portions for joining at least the longitudinal frame portions while facing each other at multiple surfaces of not less than three surfaces are used for sequentially joining the longitudinal frame portions so as to comprise a planar base portion in which the horizontal frame portions continue into each other and in which the joint portions are projecting out.
The architectural structure of the second invention is characterized in that it comprises an architectural framework in which bent architectural members, each of which includes, in a successive manner, a horizontal frame portion and a longitudinal portion that succeeds from an end portion of the horizontal frame portion through an arc-like portion and that is bent with respect to the horizontal frame portion, are arranged in that joint portions for double surface connection for joining the frame portions at two surfaces back to back for sequentially joining the frame portions so as to comprise a planar base portion in which the frame portions continue into each other and in which the joint portions are not projecting out.
FIGS. 4(A) to 4(C) are horizontal sectional views in horizontal directions for illustrating examples of joint portions for longitudinal framework portions that are joined by using filler materials.
FIGS. 5(A) and 5(B) are a side view and a horizontal sectional view in a horizontal direction for illustrating examples of joint portions for longitudinal framework portions that are joined without using filler materials.
FIGS. 6(A) and 6(B) are side views for illustrating another embodiment of the bent architectural members and an architectural framework employing the same.
FIGS. 7(A) to 7(D) are diagrams for explaining definitions of “substantially right-angular”.
FIGS. 14(a) to 14(c) are perspective views illustrating one example of bent architectural members.
FIGS. 15(a) to 15(g) are perspective views illustrating another example of bent architectural members.
FIGS. 29 to 31 are diagrams for illustrating still another example of the architectural framework.
Embodiments for carrying out the present invention will now be explained on the basis with illustrated examples. In this respect, FIGS. 1 to 11 related to a first invention of the present application wherein
In
The lower architectural frameworks 4L are employed for forming a first planar structure S1, which comprises a floor portion 6 of the second floor portion, and the upper architectural frameworks 4U are employed for forming a second planar structure S2, which comprises a roof portion 7.
The floor portion 6 includes the lower architectural frameworks 4L that are supported by frames (not shown) including, for instance, columnar bodies that are erected along an outer wall W and horizontal beam members that connect between the columnar bodies, and floor materials 9A (as illustrated in
As illustrated in
As illustrated in
In the present example, each bent architectural member 2 is composed of a flat wood-based material having a rectangular section, wherein the arc-like portion 12 is formed such that a wide width surface thereof faces in and outward in the radial direction and such that its wooden fiber is deflected in a length direction. In this respect, while laminated wood and composite wood may be favorably used as the wood-based material besides solid wood material as in the present example, it is also possible to form them of other materials such as synthetic resin materials or metallic materials upon demand.
The above-mentioned term “substantially right-angular” denotes a case in which, when respective longitudinal frame portions 13 are respectively connected in a back-to-back aligned manner as illustrated in FIGS. 7(A) to (D), the longitudinal frame portions 13 are orthogonal to a horizontal frame portion connecting line L that is formed by the respective horizontal frame portions 11 that are ranged serially. At this time, the connecting line of the horizontal frame portions L maybe a straight line (
As for the bent architectural members 2, while it is preferable to form the horizontal frame portions 11 thereof in a straight-linear manner as in the present example when forming the floor portion 6, it is alternatively possible, upon demand, to form the same in an arc-like shape with a large radius of curvature R as illustrated in
By mutually joining such bent architectural members 2, the base portions 3 are formed in a planar shape. More particularly, the base portions 3 are formed by sequentially joining the longitudinal frame portions 13 by using connecting portions P each including a multiple surfaces connecting portion P1 with at least longitudinal frame portions 13 being joined while facing each other at multiple surfaces of not less than three surfaces. In this manner, the base portion 3 will be arranged in that the horizontal frame portions 11 continue into each other and the joint portions P project downward.
The present example illustrates a case in which the horizontal frame portions 11 continue into each other in a grid-like manner. In such a case, each multiple surface connecting portion P1 comprises, as illustrated in
At this time, the joint portion P of the present invention is arranged in that filler materials 15 are interposed between the longitudinal frame portions 13 facing each other to thus achieve a firm joint while stabilizing intervals between the respective longitudinal frame portions 13. However, it is also possible to directly join the clearances between the respective longitudinal frame portions 13 without interposing filler materials 15 as illustrated in FIGS. 5(A) and (B). In this respect, while the present example illustrates a case in which the fastening tools 16 such as bolts or nuts are employed as the connecting means, it is also possible to suitably employ, for instance, various kinds of dovetail joints in which dovetail tenons and dovetail grooves (also including dovetail tenon holes) are fitted with each other.
Here, the bent architectural member 2 can exhibit superior elastic functions through its arc-like portion 12, and as illustrated in
Accordingly, also where the base portion 3 is of large size and its supporting span is long, destruction owing to load, impact or oscillation and others can be effectively restricted, and it is possible to remarkably improve the endurance strength. Moreover, since wood-based materials may be employed, it is possible to contribute to improvements in the endurance strength of the entire architectural structure in that increases in weight can be held down and in that reductions in the burden applied to columns and others can be achieved.
In the present example, the base portions 3 comprising the floor portion 6 comprise, at the same time, the ceiling portion of the ground floor portion. At this time, since the bent architectural members 2 are connected in a grid-like manner in the base portion 3, the ceiling portion can be finished so as to have a coffered-ceiling-like pattern and thus leads to improvements in the appearance as well.
The retention frame material 10 for retaining the shape of the base portions 3 is, as illustrated in
In this respect, another embodiment of the bent architectural member 2 is illustrated in FIGS. 6(A) and (B). This bent architectural member 2 is arranged in a ring-like manner in which both ends of upper and lower horizontal frame portions 11U, 11L continue into each other at the longitudinal frame portions 13 through the arc-like portions 12. In this respect,
The roof portion 7 will now be explained. The roof portion 7 is formed, as illustrated in
As for the points that differ from those of the lower architectural frameworks 4L, the base portions 3 of the upper architectural frameworks 4U of the present example are arranged in that first bent architectural members 2A in which the horizontal frame portions 11 are aligned in a straight line are employed similarly to
By sequentially connecting respective longitudinal frame portions 13 of the first and second bent architectural members 2A, 2B by using joint portions P, an arch-like base portion 3 is formed. In this respect, by employing base portions 3 that are of substantially the same structure as the lower architectural frameworks 4L, the roof portion 7 may also be formed in a horizontal planar shape or an inclined planar shape. In this manner, it will be possible to comprise various roofs such as flat roofs, gabled roofs and rectangular hipped roofs.
The architectural structure 1B according to the second invention will now be explained by using FIGS. 12 to 31.
In
The side architectural frameworks 26W are supported by a frame including, for instance, columnar bodies 40 that are erected along an outer wall and horizontal beam materials 39 that connected between the columnar bodies 40. The planar structures SW (wall body portions 20) are formed by attaching outer wall materials (not shown) or similar either with a wood sheathing being interposed therebetween or directly onto the side architectural frameworks 26W.
Here, each of the bent architectural members 22A, 22B comprises, as illustrated in FIGS. 14(a) and (b), a linear horizontal frame portion 31a and a linear longitudinal frame portion 31b that continues from an end portion of the horizontal frame portion 31a with an arc-portion 32 having a relatively large radius r being interposed therebetween and that bents from the horizontal frame portion 31a. The present example illustrates a case in which the horizontal and longitudinal frame portions 31a, 31b (generally referred to as “frame portions 31”) are respectively bent at right angles, that is, the arc-like portion 32 comprises a ¼ arc with a central angle θ being 90° and an outward facing surface 31S is parallel to a central line C that passes through a bending center of the arc. Among these, the bent architectural member 22A is of isosceles shape in which the frame portions 31a, 31b are relatively short and of identical size while the bent architectural member 22B is of L-shaped form in which one frame portion 31b is of longer size than that of the other frame portion 31a.
In this respect, the bent architectural member 22 is formed by bending a flat wood-based material having a rectangular section such that its wooden fiber is deflected in a length direction, similar to the bent architectural member 2 employed in the first invention.
In the present example, such bent architectural members 22 are employed for forming ring-like bodies 25 (illustrated in
As particularly illustrated at the rectangular ring-like body 25 on the upper left end of
In the present example, the ring-like body 25A1 further comprises a firm rectangular ring-like body 25A1 upon mutually joining the same to a beam material 39 upward thereof, to a columnar body 40 on the left-hand side thereof, to a ring-like body 25A2 on the right-hand side thereof, and to a ring-like body 25B1 downward thereof. In this respect, there are also cases in which no members such as the columnar bodies and beam materials are employed, and also cases in which they are only joined to peripheral ring-like bodies 25 such as the ring-like body 25B2 adjoining the lower ring-like body 25B1.
For solidifying the joint between ring-like bodies 25, one seam a4 of one ring-like body 25A1 is shifted in its position either upward or downward with respect to a seam a2 of another ring-like body 25A2 as illustrated in
In this manner, it is possible to exhibit elastic functions through the arc-like portions 32 in the second invention, similar to the first invention, to sequentially transmit external force acting in an in-plane direction and to disperse the same to adjoining bent architectural members 22 while absorbing the same, and to improve the quake-resistant and vibration-absorbing properties.
For joining respective ring pieces of respective ring-like bodies 25 with adjoining members (including ring pieces, beam-materials 39 and columnar bodies 40) to form the side architectural frameworks 26W, the present example employs dovetail joint as illustrated in FIGS. 16 to 18.
In the dovetail joint, from among the respective outward facing surfaces 31S of the straight-linear frame portions 31a, 31b, surface portions that are in contact with adjoining members are defined to be facing surfaces S. Dovetail grooves 42 extending in longitudinal directions are formed on both of the mutually contacting facing surfaces to face each other (in this respect, the dovetail grooves 42 are omitted in FIGS. 14 and 15). The dovetail grooves 42 include expanded width portions 41, which groove widths increase in approaching the groove bottom (illustrated in
Into such dovetail grooves 42, usually, dovetail tenons 44 that are smaller than a minimum width of the dovetail grooves 42 and that are divided in a width direction are inserted. The dovetail tenons 44 have a width that bridges over opposing facing surfaces S, S (and that preferably contacts the groove bottoms) and their sectional shape assumes a butterfly shape in which dovetail portions that meet the expanded width portions 41 are provided on both sides.
The dovetail tenons 44 are inserted into dovetail grooves 42 of at least either bent architectural member 22 and after matching the other bent architectural member 22, as illustrated in
Further, in such a dovetail joint of the present example, a region y1 from the top to the upper seam a4, a region y2 from the seam a4 to the lower seam a2, and a region y3 below the seam a2 are respectively formed individually as illustrated in FIG. 16. Moreover, by setting the respective length of the dovetail groove 42 and the dovetail tenon 44 to be identical, relatively positional shift between the bent architectural members 22A, 22B in axial directions can be prevented and decoupling through seams can be eliminated to achieve a firm joint. Even though dovetail joint is employed, two bent architectural members 22 can be easily joined without relative movements between these members in axial directions or without inserting a dovetail tenon 24 in axial directions.
In the embodiment of
In this respect, such dovetail joint is not limited to joints between bent architectural members or to joints between such bent architectural members and linear architectural members such as columns or beams, but may be suitably used for joining between facing surfaces of all kinds of architectural members such as between linear architectural members.
As the placing tool 45 for the dovetail joint, it is also possible to employ a flat-plate like one that extends in the tenon length direction (illustrated in
As illustrated in
In this respect, it is possible to employ, instead of the bent architectural members 22A, 22B, a U-shaped bent architectural member 22C in which linear horizontal frame portions 31a, 31a of short length are provided on both sides of the linear longitudinal frame portion 31b via arc-like portions 32, 32 as illustrated in
Another embodiment of the side architectural framework 26W (wall body portion 20) is illustrated in FIGS. 22 to 24.
In
For forming such architectural frameworks 26W with arc-like surfaces, bent architectural members 22D with only frame portions 31a located at upper sides and lower sides being deflected in an arc-like manner of a radius of R as illustrated, for instance, in
In this respect, it is possible to comprise the same while interposing the interposing members 47, and by further using bent architectural members 22I having a trapezoid section with one wide width surface being inclined in a section as illustrated in
By further employing bent architectural members 22 of various shapes such as a bent architectural member 22J having not less than three arc-like portions 32 or which angle θ, α, or β is changed as illustrated in
In the polygonal shapes of FIGS. 27 to 31, it is possible to separate respective surfaces into a plurality of surface portions and to form the surface portions of triangular or rectangular ring-like bodies employing architectural members 22. In such a case, the respective surfaces will be formed of architectural frameworks 26W in which ring-like bodies, which correspond to the separated surface portions, are joined.
While particularly preferred embodiments of the present invention have been explained in details so far, the architectural structure according to the present invention is not limited to large space structures alone, but the present invention may be embodied upon various modifications such as forming the structure as normal houses and similar.
As described above, the present invention enables it to form surface structures such as roofs, ceilings, floors and walls of large size while holding down increases in weight. Moreover, the surface structure is capable of dispersing and absorbing stress through its elastic function when load is acting thereon, and also when the surface structure is of large size and the supporting span is long, it is possible to hold down deformation or impact with respect to load in the out-of-plane direction or in-plane direction to prevent breaking and damages and to improve the endurance strength.
When the architectural frameworks are to be exposed as ceilings or similar, it is possible to achieve geometric beauty of figuration and patterns like a coffered ceiling, and when the architectural frameworks are used as outer walls, it is possible to form the architectural structure of free dimensional shape so as to largely contribute to improvements in the performance of external appearance.
As explained so far, the present invention is capable of forming surface structures that are favorably used as roofs, ceilings, floors or walls of large size while holding down increases in weight, and it will also be possible to apply elastic functions to the surface structures for absorbing excess load through elastic deformation thereof, and the quake-resistant and oscillation-absorbing properties of architectural structures can accordingly be improved.
Number | Date | Country | Kind |
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2002-29856 | Feb 2002 | JP | national |
2002-29855 | Feb 2002 | JP | national |
2002-361133 | Dec 2002 | JP | national |
Filing Document | Filing Date | Country | Kind |
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PCT/JP03/01203 | 2/5/2003 | WO |