JP4030060B2 - Wall - Google Patents

Description

  The present invention relates to a wall of a building such as a house or a cottage.

Conventionally, a reinforced concrete structure is known as a structural form of a building such as a house or a cottage. Such a problem also applies to wooden buildings that are assembled while processing wood on site. In order to solve such a problem, a prefabricated construction method in which members constituting the wall body are manufactured in advance in a factory is widely employed (see, for example, Non-Patent Document 1).
Architectural Institute of Japan, “Structural Materials”, 2nd Edition, December 25, 1995, p. 31

  The prefab construction method has various advantages such as “the parts to be used are produced at the factory so that the quality is equalized”, “the construction period at the site is shortened”, and “the cost can be reduced by mass production”. On the other hand, since the dimensions and shapes of the members are often standardized, when the magnitude of the load acting on the wall body is significantly different from what is assumed, it is difficult to apply There is also.

  Then, this invention makes it a subject to provide the wall body which can utilize the advantage of a prefab construction method, Comprising: The wall body which can be easily applied also to the building from which load conditions differ.

  The present invention, which was devised to solve such a problem, is a wall body in which a plurality of wall components are connected in the short direction, and a stiffener is interposed between the adjacent wall components. It is characterized by being.

  According to this wall body, it is possible to easily change the strength and rigidity of the entire wall body simply by changing the rigidity of the stiffener, and therefore it can be easily applied to buildings having different load conditions.

  Moreover, in the wall body which concerns on this invention, in order to prevent permeation of rainwater etc., you may interpose a water stop member between the said adjacent wall structural materials.

  In addition, as a wall constituent material, for example, those provided with an outer shell plate that becomes a wall surface, and a first joint plate and a second joint plate that are arranged at intervals in the short direction of the outer shell plate. Can be used. In this case, the stiffener is interposed between the first joint plate of each wall constituent material and the second joint plate of the other adjacent wall constituent material. .

  Although the wall constituent material has a groove shape or an H shape in cross section, the weight of the wall constituent material having such a form can be reduced.

  In addition, when providing a water stop member between the adjacent wall constituent materials, the water stop member is connected to the first joint plate of each wall constituent material and the first of the other adjacent wall constituent materials. It can be interposed between the two joint plates.

  Further, in the wall body according to the present invention, the stiffener includes a sandwiching portion that is sandwiched between the adjacent wall constituent members, and a projecting portion that projects to the lower side of the sandwiching portion. May be. If it does in this way, it will become possible to set the section shape of a projection part comparatively freely.

  In this stiffening material, if the protruding portion is formed wider than the clamping portion, it becomes easy to fasten interior materials and the like, and if the inside of the protruding portion is hollow, the stiffening material can be reduced in weight. it can.

  Moreover, in the wall body which concerns on this invention, the film-shaped member may be interposed between each said wall structural material and the said stiffener.

  If it does in this way, since the direct contact of adjacent wall structural members is prevented, generation | occurrence | production of a squeaking sound will be suppressed.

  Moreover, in the wall body which concerns on this invention, the connection material which exhibits L-shape may be interposed in the upper end part of the said wall structural material between the said adjacent wall structural materials.

  If it does in this way, it will become possible to join the roof constituent material which constitutes a roof to the upper end of a wall constituent material easily.

  In the wall according to the present invention, the wall constituent material and the stiffener may be formed of an extruded shape made of an aluminum alloy.

  If the wall component or stiffener is made of an aluminum alloy, it will not corrode due to rainwater or moisture, so the maintenance cost after use can be greatly reduced. Moreover, it can be said that it is suitable for mass production because the wall constituting material and the stiffening material can be produced simply by cutting the extruded shape member at an appropriate length and angle. Furthermore, since the dimensional accuracy of the extruded profile is remarkably higher than that of wood or the like, even when a plurality of extruded profiles are connected, it is possible to construct a wall body with less error. In addition, since the extruded shape made of aluminum alloy is light for its strength, there is also an advantage that it is easy to handle on-site such as wall components.

  According to the wall according to the present invention, it is possible to easily change the strength and rigidity of the entire wall simply by changing the rigidity of the stiffener, and therefore it can be easily applied to buildings having different load conditions. .

  Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings. In the present specification, the “depth direction” refers to a direction K2 when the roof inclination direction K1 (flow direction) is projected onto a horizontal plane (see FIG. 2). Further, “side view” refers to viewing the object from a direction orthogonal to the depth direction (direction of arrow X in FIG. 2), and “plan view” refers to the top surface of the object in the vertical direction (FIG. 3). From the direction of arrow Z).

Fig.1 (a) is the perspective view which looked at the building containing the wall body which concerns on 1st Embodiment from the front direction, (b) is the expanded view of (a).
As shown in this figure, the building T1 including the wall body 1 according to the first embodiment is a building based on an isosceles trapezoid, and is a pair of walls exhibiting an isosceles trapezoid standing upright. A body 1, 1, a roof 2 having an isosceles trapezoid covered between the upper sides of the wall 1, 1, and a floor 3 having an isosceles trapezoid disposed between the lower sides of the walls 1, 1 As shown in FIG. 2, the angle A formed by the pair of oblique sides 1s, 1s of the wall 1, the angle B formed by the pair of oblique sides 2s, 2s of the roof 2, and the pair of the floor 3 The angles C formed by the hypotenuses 3s, 3s are all equal. That is, A = B = C = θ ′ (degrees). Here, FIG. 2 is a diagram schematically showing FIG. When the angle formed by the roof surface and the horizontal plane is θ (degrees), the angle θ ′ (degrees) has the following relationship.
sin (θ / 2) = (sin (A / 2)) / (cos (B / 2)) = tan (θ ′ / 2)
Hereinafter, the angle θ (degrees) formed by the roof surface and the horizontal plane is referred to as “roof inclination angle θ (degrees)” or simply “θ (degrees)”.

  FIG. 3 is a side view of the building T1 (a view of the building T1 viewed from a direction orthogonal to the depth direction). As shown in this figure, when the building T1 is viewed from the side (viewing the building T1 from a direction perpendicular to the depth direction), the wall body 1 is an isosceles trapezoid with its upper side and lower side being hypotenuses. The upper side is inclined with respect to the horizontal line h at a roof inclination angle θ (degrees), and two parallel sides (short side 1t, long side 1u) are on the back side by an angle θ / 2 (degrees) with respect to the vertical line v. Will be inclined to. Further, as shown in FIGS. 1B and 2, the wall body 1 has a short side 1 t located on the long side 3 u side of the floor body 3, and a long side 1 u on the short side 3 t side of the floor body 3. It is erected to be located.

  As shown in FIG. 1B, the wall body 1 is configured by connecting a plurality of long members 10 (hereinafter referred to as “wall constituent members 10”) without gaps in the short direction. The roof 2 is formed by connecting a plurality of long members 20 (hereinafter referred to as “roof constituent members 20”) in the short direction without gaps. Similarly, the floor 3 has a plurality of long members. The length member 30 (hereinafter, referred to as “floor component 30”) is configured to be connected in the short direction without any gap.

  In other words, as shown in FIG. 4, the building T <b> 1 includes a plurality of units U <b> 1 formed in a frame shape by a pair of wall constituent members 10, 10, a roof constituent member 20, and a floor constituent member 30 without a gap in the depth direction. It can be said that they are connected and configured. In the following description, when distinguishing one constituent material from another constituent material adjacent to the front side or another constituent material adjacent to the back side, the reference numeral “′” or “ "" Is attached.

  As shown in FIG. 5, the wall constituent material 10 has an isosceles trapezoidal shape having the upper side 10 t and the lower side 10 u as hypotenuses. Further, when the wall component 10 is viewed from the side, the angle formed by the upper side 10t and the center line p of the wall component 10 is 90−θ / 2 (degrees), and the angle formed by the lower side 10u and the center line p is also the same. 90−θ / 2 (degrees). In addition, the wall constituent member 10 has a short side (upper side 10t and lower side 10u) up and down in a plane perpendicular to the floor constituent member 30 and including the hypotenuse 30t (see FIG. 10) of the floor constituent member 30. However, since the angle formed by the lower side 10u and the center line p is 90−θ / 2 (degrees), the center line p of the wall constituent material 10 is a vertical line in the plane described above. It is inclined by θ / 2 (degrees) with respect to v (vertical if the floor 3 is horizontal), and the upper side 10t is inclined with respect to the horizontal line h at θ (degrees). Further, when the wall constituent material 10 is viewed from the side, an angle formed by a pair of oblique sides (upper side 10t, lower side 10u) of the wall constituent material 10 is equal to the roof inclination angle θ (degrees). In addition, if it sees with a developed view, the angle which a pair of oblique side (upper side 10t, lower side 10u) of the wall structural member 10 makes is equal to angle (theta) '(degree) (refer FIG. 2).

  The plurality of wall constituent members 10 constituting the wall body 1 have the same cross-sectional dimensions and shapes, but as shown in FIG. It is getting smaller gradually. That is, the two parallel sides of the wall constituent material 10 have the same long side as the short side of the other wall constituent material 10 'adjacent to the front side, and the short side on the back side. It is the same length as the long side of the other adjacent wall constituent member 10 ″. The length dimension of one wall constituent member 10 is the width dimension when viewed in the development view as DW. It is smaller by 2DW × tan (θ ′ / 2) than other wall constituent members 10 ′ adjacent to the front side.

  Further, as shown in FIG. 6, the wall constituent material 10 is disposed between the front joint plate 11 and the rear joint plate 12 arranged in parallel to each other along the longitudinal direction, and the joint plates 11 and 12. And an outer shell plate 13 having an isosceles trapezoidal shape.

  The front joint plate 11 and the rear joint plate 12 are inclined by an angle θ / 2 (degrees) with respect to a plane perpendicular to the outer shell plate 13 as shown in FIG. Further, as shown in FIG. 7 (b), both joint plates 11, 12 are stepped, and the rear joint plate 12 of one wall constituent member 10 is connected to the other wall constituent member 10 ″. When faced with the front joint plate 11, the outer surface 12a of the rear joint plate 12 of one wall constituent member 10 (hereinafter referred to as "rear joint end surface 12a") and the front joint plate 11 of the other wall constituent member 10 ". The outer surface 11a (hereinafter referred to as “front-side joining end surface 11a”) is opposed to each other with a gap. That is, the wall constituent material 10 has a front joint end face 11a and a rear joint end face 12a parallel to each other at the front and rear edges thereof, and the other wall constituent material 10 "adjacent to the rear joint end face 12a. It is joined to the other wall constituent material 10 ″ in a state of being in contact with the front joining end face 11a.

  In addition, as shown in FIG. 6, both joint plates 11 and 12 have their front end portions 11b and 12b bent inward, and are used when attaching an interior material or the like. This also has the advantage that the cross-sectional performance of the wall component 10 is improved, and further, when the wall component 10 is formed of an extruded profile, the extrusion accuracy of the extruded profile is improved. Further, both joint plates 11 and 12 of the wall constituent material 10 are end portions in the longitudinal direction so as not to interfere with both joint plates 21 and 22 of the roof constituent material 20 and both joint plates 31 and 32 of the floor constituent material 30. (Parts denoted by reference numerals 11c and 12c in FIG. 6) are excised.

  Further, as shown in FIG. 6, a plate-shaped stiffener 41 is interposed between the rear joint plate 12 of one wall constituent member 10 and the front joint plate 11 of the other wall constituent member 10. The

  As shown in FIG. 7 (b), the stiffener 41 is composed of a rear joint plate 12 (rear joint end face 12a) of one wall constituent member 10 and a front joint of another wall constituent member 10 ″ adjacent thereto. It is formed to have a thickness that fits into a gap formed between the plate 11 (front-side joining end surface 11a) and the front side of the rear joint plate 12 of one wall component 10 and the other wall component 10 ″. Together with the joint plate 11, the rib R1 is configured. That is, the rear joint plate 12 of one wall constituent member 10 and the front joint plate 11 and the stiffener 41 of the other wall constituent member 10 ″ adjacent to the wall joint member 10 on the boundary surface of the wall constituent members 10 and 10 ″. A rib R1 is formed along the line. In each of the wall constituent members 10, both joint plates 11 and 12 formed along the longitudinal direction function as “ribs” alone, but form the rib R 1 integrally with the stiffener 41. Thus, the rigidity of each unit U1 can be further improved.

  Further, as shown in FIG. 6, between the front joint plate 11 of one wall constituent material 10 and the rear joint plate 12 of the other wall constituent material 10 ′, the wall constituent material 10 and the roof constituent material 20. A connecting member 51 having an L-shape is interposed in a boundary portion between the wall constituent material 10 and the floor constituent material 30 (see FIG. 4). A connecting member 52 having a letter shape is interposed. The wall component 10 and the roof component 20 are rigidly joined by the connecting member 51, and the wall component 10 and the floor component 30 are rigidly joined by the connecting member 52. The rigidity is very high.

  As shown in FIG. 8, the roof constituent material 20 has an isosceles trapezoidal shape with sides 20 t and 20 u contacting the upper side 10 t (see FIG. 5) of the wall constituent material 10 as hypotenuses. Further, when the roof component 20 is viewed in plan, the angle formed by the side 20t (20u) and the center line p is 90-θ / 2 (degrees). That is, the angle formed by the pair of oblique sides (sides 20t, 20u) of the roof component 20 is equal to the roof inclination angle θ (degrees). In addition, if it sees with an expanded view, the angle which a pair of oblique side (side 20t, 20u) of the roof structural member 20 makes is equal to angle (theta) '(degree) (refer FIG. 2).

  The plurality of roof components 20 constituting the roof 2 have the same cross-sectional dimensions and shape, but as shown in FIG. 1 (b), the length dimension is from the front side toward the back side. Therefore, it becomes gradually smaller. That is, the two parallel sides of the roof component 20 have the same short side as the long side of the other roof component 20 ′ adjacent to the front side, and the long side on the back side. It is the same length as the short side of the other adjacent roof constituent material 20 ″. Note that the length dimension of one roof constituent material 20 is DR when the width dimension when viewed in the developed view is DR. It is larger by 2DR × tan (θ ′ / 2) than other roof components 20 adjacent to the front side.

  Further, as shown in FIG. 9A, the roof component 20 is composed of a front joint plate 21 and a rear joint plate 22 arranged in parallel to each other along the longitudinal direction, and between the joint plates 21 and 22. And an outer shell plate 23 having an isosceles trapezoidal shape.

  The front joint plate 21 and the rear joint plate 22 are inclined by an angle θ / 2 (degrees) with respect to a plane perpendicular to the outer shell plate 23, as shown in FIG. y is equal to the separation distance x of both the joint plates 11 and 12 of the wall constituent material 10 shown in FIG. Further, as shown in FIG. 9B, the joint plates 21 and 22 are respectively provided with steps, and the rear joint plate 22 of one roof component 20 is connected to the other roof component 20 ″. When faced with the front joint plate 21, the outer surface 22a of the rear joint plate 22 of one roof component 20 (hereinafter referred to as "rear joint end surface 22a") and the front joint plate 21 of the other wall component 20 ". The outer surface 21a (hereinafter referred to as “front-side joining end surface 21a”) is opposed to the outer surface 21a. That is, the roof component 20 has a front joint end surface 21a and a rear joint end surface 22a which are parallel to each other at the front and rear edges thereof, and another roof component 20 "adjacent to the rear joint end surface 22a. Are joined to the other roof constituent material 20 "in a state of being in contact with the front joining end face 21a.

  In addition, as shown in FIG.9 (c), both the joint plates 21 and 22 have the front-end | tip parts 21b and 22b bent inside, and are utilized when attaching interior material etc. In addition, in this way, the cross-sectional performance of the roof component 20 is improved, and further, when the roof component 20 is formed of an extruded shape, there is an advantage that the extrusion accuracy of the extruded shape is improved. Similarly to the wall constituent material 10 shown in FIG. 6, both joint plates 21 and 22 of the roof constituent material 20 have their longitudinal ends cut off.

  Further, as shown in FIG. 9B, a flat stiffener 42 is provided between the rear joint plate 22 of one roof component 20 and the front joint plate 21 of the other roof component 20 ″. The rib R2 is configured together with the rear joint plate 22 of one roof component 20 and the front joint plate 21 of the other roof component 20 ″. The configuration and function of the stiffener 42 are the same as those of the stiffener 41 described above, and a detailed description thereof will be omitted.

  Further, between the rear joint plate 22 of one roof component 20 and the front joint plate 21 of the other roof component 20 ″, the wall component 10 and the roof component 20 (see FIG. 5) A connecting member 51 (see FIG. 6) having an L shape is interposed at the boundary portion.

  The floor component 30 is the same as the roof component 20 shown in FIGS. 8 and 9. That is, it has an isosceles trapezoidal shape with the side in contact with the lower side 10u (see FIG. 5) of the wall constituting member 10 as a hypotenuse, and the front joint plate 31 and the rear joint plate arranged parallel to each other along the longitudinal direction thereof. 32 (see FIG. 9) and an outer shell plate 33 disposed between the joint plates 31 and 32. Further, the joint plates 31 and 32 are inclined by an angle θ / 2 (degrees) with respect to a plane perpendicular to the outer shell plate 33 (see FIG. 9C).

  As shown in FIG. 10, a flat stiffener 43 is interposed between the front joint plate 31 of one floor component 30 and the rear joint plate 32 of the other floor component 30 ′. The rib R3 is configured together with the front joint plate 31 of one floor constituent member 30 and the rear joint plate 32 of the other floor constituent member 30 ′. In addition, since the structure and function of the stiffener 43 are the same as those of the stiffeners 41 and 42 described above, detailed description thereof is omitted.

  Furthermore, as shown in FIG. 10, between the front joint plate 31 of one floor constituent material 30 and the rear joint plate 32 of another floor constituent material 30 ′, the wall constituent material 10 and the floor constituent material 30. A connecting member 52 having an L shape is interposed at a boundary portion between the two.

  When the wall constituent material 10, the roof constituent material 20, and the floor constituent material 30 are formed according to the rules described above, their cross-sectional shapes and dimensions can be made the same. In other words, the wall constituent material 10, the roof constituent material 20, and the floor constituent material 30 can be formed from one type of shape. That is, a surface in which a profile having a cross section shown in FIG. 7C is inclined by an angle θ ′ / 2 (degrees) (θ / 2 (degrees when viewed in plan)) with respect to a direction orthogonal to the longitudinal direction. Since each component 10, 20, and 30 can be formed only by cut | disconnecting by, it is very economical.

  Moreover, the wall constituent material 10, the roof constituent material 20, and the floor constituent material 30 are preferably made of extruded shapes made of an aluminum alloy. If it does in this way, it will not receive the damage of a white ant, and since it will not corrode by rainwater or moisture, the maintenance cost after service can be reduced significantly. Further, each of the constituent members 10, 20, and 30 can be manufactured only by cutting the extruded shape member at an appropriate length and angle, and thus is suitable for mass production. Furthermore, since the dimensional accuracy of the extruded profile is remarkably higher than that of wood or the like, even if a plurality of extruded profiles are connected, it is possible to make a building with few errors. In addition, since the constituent members 10, 20, and 30 are formed of extruded shapes made of an aluminum alloy that is light in strength, there is also an advantage that handling on the site becomes easy.

  Moreover, when the wall component 10, the roof component 20, and the floor component 30 are formed according to the rules described above, the front joint plate 11 of the wall component 10, the front joint plate 21 of the roof component 20, and the floor configuration, respectively. The front joint plate 31 of the material 30 is located on the same plane, and the rear joint plate 12 of the wall constituent material 10, the rear joint plate 22 of the roof constituent material 20, and the rear side of the floor constituent material 30. Since the joint plate 31 is located on the same plane, the rib R1 (see FIG. 7B) between the wall constituent members 10 and 10 ″ and the rib R2 (see FIG. 9) between the roof constituent members 20 and 20 ″. (B)) and the rib R3 (see FIG. 10) between the floor components 30, 30 ″ are also formed on the same plane (hereinafter, the ribs R1, R2, R3 are collectively referred to as “rib R”). Called). The rib R particularly improves the in-plane rigidity (shear rigidity) of the unit U1, and such ribs R are formed at a plurality of locations at predetermined intervals in the depth direction. Therefore, it can be said that the building T2 has very high rigidity. The plurality of ribs R are parallel to each other.

  Furthermore, in the unit U1, the wall constituent material 10 is an isosceles trapezoid whose upper side 10t and lower side 10u (see FIG. 5) are hypotenuses, and the roof constituent material 20 and the floor constituent material 30 are the same. Therefore, the joint structure between the wall constituent member 10 and the roof constituent member 20 and the joint structure between the wall constituent member 10 and the floor constituent member 30 are the same.

(Building method)
Next, an example of a construction method of the building T1 will be described with reference to FIG.
First, the rear joint plate 32 of the floor constituent member 30 ′ constituting the unit U1 ′ adjacent to the front side joint plate 31 of the floor constituent member 30 of the unit U1 already assembled in a frame shape is abutted.

  Subsequently, between the front side joining end surface 31a (see FIG. 9B) of the floor constituent material 30 of the unit U1 and the rear side joining end surface 32a (see FIG. 9B) of the floor constituent material 30 ′ of the unit U1 ′. A plate-shaped stiffening material 43 is interposed in the gap formed at, and a connecting material 52 is interposed at the boundary with the wall constituting material 10, and these are integrated with bolts B1 and nuts N1.

  Next, the rear joint plate 12 (rear joint end face 12a) of the wall constituent member 10 ′ of the unit U1 ′ is abutted against the front joint plate 11 of the wall constituent member 10 of the unit U1, and the wall constituent member of the unit U1. 10 in the gap formed between the front joint end surface 11a (see FIG. 7 (b)) and the rear joint end surface 12a (see FIG. 7 (b)) of the wall constituent member 10 ′ of the unit U1 ′. A stiffener 41 is interposed, and a connecting member 51 (see FIG. 6) is interposed at the boundary with the roof component 20 (see FIG. 4), and these are integrated with bolts B1 and nuts N1. To do.

  Similarly, although not shown, the rear joint plate 22 of the roof component 20 ′ of the unit U1 ′ is abutted against the front joint plate 21 of the roof component 20 of the unit U1, and a stiffener 42 is interposed therebetween. Then, these are integrated with bolts and nuts (see FIGS. 9A and 9B).

  Such operations are sequentially repeated to connect a predetermined number of units U1 in the depth direction without gaps, and then, as shown in FIG. 11 (a), a wall 61, a window 62, a door at the opening on the front side. 63, etc. are provided as appropriate, and as shown in FIG. 11 (b), a window 64, etc. is appropriately provided in the opening on the back side, and further, as shown in FIGS. 12 (a) and 12 (b), the wall 1, roof When various finishing materials 65 are affixed to the inner surface of the floor 2 and the floor 3 and the partition walls 66 and the loft 67 are provided, the construction of the building T1 is completed. In the building T1, the structural members 10, 20, and 30 that are structural members are arranged without gaps, so that the structural members 10, 20, and 30 also serve as exterior materials.

  In addition, it goes without saying that the floor plan of the building T1, the shape and arrangement of the windows, etc. can be changed as appropriate. For example, by providing a loft 67 on the front side with a large ceiling height, It is possible to effectively use the internal space of the building T1 where the ceiling height gradually increases. Furthermore, by providing the window 62 at the upper part of the opening on the front side where the ceiling height is large, it is possible to efficiently incorporate sunlight. It becomes possible. Furthermore, since only the wall body 1, the roof 2 and the floor body 3 form a strong structural body, it is not always necessary to dispose a wall inside the building, and as a result, the degree of freedom in floor plan becomes very high.

  In this way, the building T1 having a novel design in which the height and width of the ceiling are gradually increased and decreased by simply connecting the plurality of wall components 10, the roof components 20 and the floor components 30 formed according to a predetermined rule without gaps. Easy to build. Moreover, since the joint structure between the wall constituent material 10 and the roof constituent material 20 and the joint structure between the wall constituent material 10 and the floor constituent material 30 are the same, assembly work can be performed quickly. Furthermore, since the wall constituent material 10, the roof constituent material 20, and the floor constituent material 30 can be formed from one type of extruded shape material, it is very economical.

  Note that the construction procedure of the building T1 is not limited to the one described above, and may be changed as appropriate. For example, the floor body 3 is configured by connecting a plurality of floor constituent materials 30 in the depth direction, and then the wall body 1 configured by connecting the plurality of wall constituent materials 10 in the depth direction along the oblique side of the floor body 1. Then, a procedure may be used in which a roof 2 configured by connecting a plurality of roof components 20 in the depth direction is covered between the wall bodies 1 and 1.

  That is, the floor body 3 is configured by connecting a plurality of floor constituent materials 30 in the depth direction, and an L-shaped connecting material between other floor constituent materials 30 ′ adjacent at both ends of each floor constituent material 30. 52 (see FIG. 6), and then a wall body 1 is formed by connecting a plurality of wall constituent materials 10 in the depth direction, and then a floor body between adjacent wall constituent materials 10, 10 ′. 3 is inserted, the wall body 1 is erected along the oblique side of the floor body 3, and then a plurality of roof constituent materials 20 are connected in the depth direction to the roof. 2, and an L-shaped connecting member 51 (see FIG. 6) is interposed between the adjacent roof constituent members 20 ′ at both ends of each roof constituent member 20, and this connecting member 51. Insert a portion that hangs down between the adjacent wall constituent members 10 and 10 at the upper end of the wall 1. To Kutsugae設 2 between walls 1,1, or a procedure of.

  As described above, when the wall body 1 is configured by sequentially connecting the plurality of wall constituent members 10, 10,... With the stiffener 41 interposed therebetween, the material, size, shape, and the like of the stiffener 41 are changed. It is possible to easily change the strength and rigidity of the entire wall body 1 simply by changing the rigidity. In other words, the wall constituent material 10 can be applied to other buildings with different load conditions and the like without changing the material, dimensions, and shape.

(Modification of stiffener)
The cross-sectional shapes of the stiffeners 41, 42, and 43 described above may be changed as appropriate. For example, as the stiffener 41 interposed between the wall constituent members 10 and 10, a flat plate is used in the above-described embodiment, but the present invention is not limited to this and may be changed as appropriate. .

  For example, the stiffener 41 shown in FIG. 13 is configured to include a sandwiching portion 41a sandwiched between adjacent wall constituent members 10 and 10 ′ and a projecting portion 41b projecting downward from the sandwiching portion. The cross section has an inverted T-shape. The protruding portion 41b is formed wider than the sandwiching portion 41a, and the surface on the sandwiching portion 41a side is in contact with the front end portions 11b and 12b of the joint plates 11 and 12. As described above, when the side portion of the stiffener 41 is protruded to the side of the wall constituent material 10, the secondary moment (that is, the rigidity) of the cross section is increased and formed on the boundary surface between the wall constituent materials 10 and 10. The rigidity of the ribs to be improved greatly. Further, when the protruding portion 41b is wider than the sandwiching portion 41a, there is an advantage that the base material Wa and a finishing material (not shown) can be easily fixed.

  In addition, if the sealing material Se is disposed between the front side joint plate 11 of the wall constituent material 10 and the rear side joint plate 12 of the wall constituent material 10 ′ adjacent thereto, it is possible to more surely enter rainwater into the living room. Can be prevented. Needless to say, the position of the sealing material Se is not limited to the illustrated one. Moreover, since the sealing material Se has elasticity, it is also possible to absorb the expansion and contraction in the width direction due to the heat of the wall constituent material 10.

  Further, in the stiffening material 41 shown in FIG. 14, a hollow portion 41c that is continuous in the longitudinal direction (extrusion direction of the profile) is formed in the protruding portion 41b. If it does in this way, it will become possible to improve the rigidity of the rib formed in the interface of wall constituent materials 10 and 10, without increasing the weight of stiffener 41.

  Further, as shown in FIG. 15, a film-like member 45 may be interposed between the stiffener 41 and the front joint plate 11 (or the rear joint plate 12) of each wall constituent material 10. Examples of the film-like member 45 include various materials such as a woven fabric and a nonwoven fabric made of natural fibers and synthetic fibers, a sheet-like member made of vinyl chloride, polyethylene, natural rubber, synthetic rubber, and a paint for forming a film. -The form can be used. If it does in this way, since the direct contact of adjacent wall structural members 10 and 10 is prevented, generation | occurrence | production of a squeaking sound will be suppressed. The film-like member 45 may be arranged without interruption along the longitudinal direction of the front joint plate 11 (or the rear joint plate 12) of the wall constituting material 10, or may be arranged intermittently. In FIG. 15, the thickness is increased in order to emphasize the presence of the film-like member 45.

  In addition, although the modification of the stiffener 41 interposed between the wall components 10 and 10 was shown above, the stiffener 42 or the floor component 30 interposed between the roof components 20 and 20, The same applies to the stiffener 43 interposed between the 30.

(Modification of roof components)
Instead of the roof component 20 shown in FIG. 9, the roof component 20 shown in FIG. 16 may be used. A roof component 20 shown in FIG. 16 has an overlapping portion 23 a extending from the edge of the outer shell plate 23 toward the front side. Further, a step portion 23 b corresponding to the overlapping portion 23 a is formed on the back side of the outer shell plate 23. If it does in this way, when the several roof structural member 20 is connected, the overlap part 23a of one roof structural material 20 will be arrange | positioned on the level | step-difference part 23b of other adjacent roof structural material 20 '. So the rain will be better. In addition, although illustration is abbreviate | omitted, you may arrange | position a sealing material in the appropriate position of the adjacent roof structural material 20 and 20 '.

(Joint structure of wall and beam)
Next, with reference to FIG. 17 to FIG. 20, a joint structure between the wall body 1 and the beam member 100 will be described.

  As shown in FIG. 17, this joint structure is formed by joining the end of the beam member 100 to the wall body 1 via a bracket 200 sandwiched between two adjacent wall constituent members 10, 10. In the present embodiment, a heat insulating member 300 (see FIG. 19) is interposed between the end portion of the beam member 100 and the bracket 200.

  The beam member 100 is made of an extruded shape made of an aluminum alloy, and as shown in FIG. 18A, between the lower flange 101 and the upper flange 102 facing each other in the vertical direction, and between the lower flange 101 and the upper flange 102. A pair of left and right webs 103, 103 are interposed, and a lid member 110 is attached to the end surface of the beam member 100. Further, the lower flange 101 is formed with a cut portion 101 a between the webs 103 at the end thereof. Each web 103 is formed with a plurality of bolt insertion holes 103a at appropriate positions above the cut portion 101a.

  The lid member 110 includes a lid plate 111 that closes the end surface of the beam member 100, and an insertion plate 112 that projects from the surface of the lid plate 111 on the beam member 100 side. Presented. The lid plate 111 and the insertion plate 112 are formed with a plurality of bolt insertion holes 111a and 112a at appropriate positions.

  Further, as shown in FIG. 17, one end of a vertical brace 120 arranged in a vertical plane is joined to the end of the beam member 100 via a vertical connecting member 130, and further arranged in a horizontal plane. One end of the horizontal brace 140 is joined via a horizontal connecting member 150.

  As shown in FIG. 19, the vertical brace 120 includes a brace main body 121 and a connection end 123 connected to the tip of the brace main body 121 via a coupler 122. Note that the screw shafts 122a and 122b screwed to both ends of the coupler 122 are formed so that the directions of the screws are opposite to each other.

  The connection end portion 123 is formed in a U-shape in plan view that can hold the lower portion of the vertical coupling member 130 from both sides, and bolt holes 123a and 123a (one side) for inserting the bolt B5 are formed on the side surfaces thereof. Only shown).

  As shown in FIG. 18A, the vertical connecting member 130 includes a pair of connecting plates 131 and 131 facing each other with the insertion plate 112 of the lid member 110 interposed therebetween. Each connecting plate 131 is formed with a plurality of bolt insertion holes 131a corresponding to the plurality of bolt insertion holes 112a of the insertion plate 112 at appropriate positions in the upper half of the connection plate 131, and a vertical brace 120 (see FIG. 17) at the lower portion thereof. ) Is formed in the bolt insertion hole 131b.

  Since the horizontal brace 140 shown in FIG. 17 has the same configuration as the vertical brace 120 in this embodiment, a detailed description thereof is omitted.

  As shown in FIG. 18B, the horizontal connecting member 150 includes a fixing plate 151 that is fixed to the web 103 of the beam member 100, and a connecting plate 152 that protrudes from the fixing plate 151. The fixing plate 151 is formed with a plurality of bolt insertion holes 151 a corresponding to the plurality of bolt insertion holes 103 a of the web 103, and the connection plate 152 is a bolt (not shown) used for connection to the lateral brace 140. A bolt insertion hole 152a is formed for inserting a through hole.

  As shown in FIG. 19, the bracket 200 contacts the indoor side surface of the wall body 1, more specifically, the front end portion 11 b of the front joint plate 11 and the front end portion 12 b of the rear joint plate 12 of the wall component 10. A contact portion 201 in contact with each other, a clamping portion 202 protruding from the surface of the contact portion 201 on the wall body 1 side, and a placement portion 203 protruding from the surface of the contact portion 201 on the beam member 100 side It has.

  A plurality of bolt insertion holes 201 a are formed in the contact portion 201 corresponding to the plurality of bolt insertion holes 111 a (see FIG. 18A) of the lid member 110.

  The sandwiching portion 202 has the same thickness as that of the stiffener 41 interposed between the wall constituent members 10 and 10. That is, the sandwiching portion 202 is formed between the rear joint plate 12 (the rear joint end surface 12a) of one wall constituent material 10 and the front joint plate 11 (the front joint end surface 11a) of another wall constituent material 10 adjacent thereto. It is formed to a thickness that fits exactly into the gap formed between them (see FIG. 7B). Further, a plurality of bolt insertion holes 202 a are formed in the clamping portion 202 corresponding to the bolt insertion holes formed in the front joint plate 11 or the rear joint plate 12 of the wall constituting material 10.

  As shown in FIG. 20, the upper surface of the mounting portion 203 is a horizontal plane so that the upper surface of the beam material 100 is horizontal when the end portion of the beam material 100 is mounted.

  The heat insulating member 300 is formed of a material that is difficult to transfer heat, such as natural rubber, synthetic rubber, glass fiber, cork, etc. In this embodiment, as shown in FIG. 18 (ie, the lid plate 111 of the lid member 110 shown in FIG. 18A) and between the mounting portion 203 of the bracket 200 and the lower surface of the beam member 100. In this way, the so-called heat bridge can be prevented from occurring, and therefore, for example, the occurrence of condensation in the winter season can be prevented.

  Next, a method for constructing the joint structure according to the present embodiment will be described in detail with reference to FIG. First, when connecting a plurality of wall constituent members 10, 10,... In the short direction, brackets are provided in gaps formed between adjacent wall constituent members 10, 10 at positions where the beam members 100 are to be joined. While inserting the holding part 202 of 200, the contact part 201 is contact | abutted to each joint plate 11 and 12 of the wall structural materials 10 and 10, and the front side joint board 11 of the one wall structural material 10 is maintained, maintaining this state. The bolt B2 is inserted into each bolt insertion hole of the rear joint plate 12 of the other wall constituent member 10 adjacent thereto and the holding part 202 of the bracket 200, and the holding part 202 is clamped by tightening with the nut N2.

  Subsequently, the heat insulating member 300 is arranged on the surface of the bracket 200 on the beam member 100 side, and then the beam member 100 in a state where the lid member 110, the vertical connecting member 130, and the pair of horizontal connecting members 150, 150 are integrally attached. Is mounted on the mounting portion 203 of the bracket 200.

  Then, when the bolt B3 is inserted into each bolt insertion hole of the lid member 110, the heat insulating member 300, and the contact portion 201 of the bracket 200 from the beam member 100 side and tightened with the nut N3, the beam member 100 is joined to the wall body 1. Will be.

  Thereafter, when the vertical brace 120 is joined to the vertical connecting member 130 and the horizontal brace 140 (see FIG. 17) is joined to the horizontal connecting member 150, the construction of the joining structure shown in FIG. 17 is completed.

  In order to join the lid member 110, the vertical connecting member 130, and the horizontal connecting members 150, 150 to the end portion of the beam member 100, first, as shown in FIG. The insertion plate 112 of the lid member 110 is sandwiched between the upper half portions of the pair of connecting plates 131 and 131, and these are inserted between the webs 103 and 103 of the beam member 100, so that the lower half of the pair of connection plates 131 and 131 is inserted. The portion protrudes downward from the cut portion 101a of the lower flange 101, and then the fixing plate 151 is brought into contact with the web 103 for each of the two lateral coupling members 150 and 150 as shown in FIG. Then, the bolt B4 may be inserted from the side of the one side connecting member 150 to protrude toward the other side connecting member 150, and tightened with the nut N4. A spacer (not shown) is fitted in the gap between the web 103 of the beam member 100 and the connecting plate 131 of the vertical connecting member 130.

  As described above, the joint structure according to the present embodiment is fixed by sandwiching the bracket 200 interposed between the wall body 1 and the beam member 100 between the two adjacent wall constituent members 10 and 10. . If it does in this way, even if it is a case where the wall thickness of wall 1 (namely, wall constituent material 10) is thin, it becomes possible to join beam material 100 with sufficient joint strength.

  Further, since the mounting portion 203 is provided on the bracket 200, the beam member 100 is surely supported by the wall body 1, and the beam member 100 is temporarily placed on the mounting portion 203 during construction. Therefore, the assembly work is also facilitated.

  Furthermore, since the vertical brace 120 or the horizontal brace 140 is joined to the beam member 100 from which heat transfer from the outside is blocked, it is possible to prevent the heat from the outdoor from being transmitted to the vertical brace 120 or the horizontal brace 140. it can. That is, it is possible to prevent dew condensation from occurring in the vertical brace 120 and the horizontal brace 140.

  In addition, in this embodiment, although the joining structure of the wall body 1 and the beam material 100 was illustrated, the case where a pillar material which is not shown in figure is joined to the roof 2 (refer FIG. 1), and the floor 3 (refer FIG. 1). A similar joining structure can also be employed when joining column members (not shown).

(Other embodiments)
In the building T1 according to the first embodiment, the wall body 1, the roof 2 and the floor body 3 are each made up of an isosceles trapezoid. .

  That is, the shape of the wall constituting material constituting the wall body, the roof constituting material constituting the roof, and the floor constituting material constituting the floor may be a shape other than the isosceles trapezoid.

  Here, in the case where a building is constructed using a wall constituent material, a roof constituent material, and a floor constituent material having an equal cross section in the longitudinal direction, see FIG. 21B for conditions for securing the roof inclination angle θ. To explain.

  As shown in FIG. 21B, when the wall component W is viewed from the side (when viewed from a direction orthogonal to the depth direction), the lower side uW of the wall component W and the center line pW of the wall component W When the wall constituent material W is erected with the lower side uW being horizontal, the center line pW of the wall constituent material W is at an angle α (degree) with respect to the vertical line v. In this case, in order to incline the upper side tW with respect to the horizontal line h at a roof inclination angle θ (degrees), the angle formed by the upper side tW of the wall component W and the center line pW is set to 90−θ + α (degrees) is required. When the wall constituent material W is viewed from the side, the angle formed by the pair of oblique sides (upper side tW and lower side uW) of the wall constituent material W is α + (θ−α) = θ (degrees).

  As shown in FIG. 5, the wall constituting material 10 according to the first embodiment is an isosceles trapezoid (that is, α = θ−α (degrees)), and therefore α = θ / 2 (degrees). is there. Therefore, if the upper side and the lower side of the wall constituent material 10 are inclined at an angle θ / 2 (degrees) with respect to a line orthogonal to the center line p, the center line p of the wall constituent material 10 is relative to the vertical line v. The angle is inclined by an angle θ / 2 (degrees), and the upper side 10t is inclined at a roof inclination angle θ (degrees) with respect to the horizontal line h.

Further, when a building having a roof inclination angle θ (degrees) is constructed using a wall constituent material having a front joint plate and a rear joint plate, a roof constituent material, and a floor constituent material, the front joint of the wall constituent material The front joint plate of the plate and the roof component and the front joint plate of the floor component are on the same plane, and the rear joint plate of the wall component, the rear joint plate of the roof component and the rear side of the floor component The condition for the joint plate to be on the same plane is that when the wall component W is viewed from the side, the center line pW of the wall component W is inclined by an angle α (degrees) with respect to the vertical line v (see FIG. 21 (b)), when the roof component R is viewed in plan (when viewed from the vertical direction), the side tR in contact with the upper side tW of the wall component W in the roof component R and the center line of the roof component R When the angle formed by pR is 90−γ (degrees) (see FIG. 21A), the following is obtained.
(1) The front joint plate W1 and the rear joint plate W2 of the wall component W are inclined at an angle γ (degrees) with respect to a plane perpendicular to the outer shell plate W3 (see FIG. 21 (d)). .
(2) The front joint plate R1 and the rear joint plate R2 of the roof component R are inclined by an angle θ-α (degrees) with respect to a plane perpendicular to the outer shell plate R3 (FIG. 21 (c)). reference).
(3) When the distance between the joint plates W1 and W2 of the wall component W is x and the distance between the joint plates R1 and R2 of the roof component R is y, y = x (FIG. 21 (c) (See (d)).
(4) When the floor component F is viewed in plan, the angle formed by the side that contacts the lower side sW of the wall component W and the center line is 90−γ (degrees) (not shown).
(5) The front joint plate F1 and the rear joint plate F2 of the floor component F are inclined by an angle α (degrees) with respect to a plane perpendicular to the outer shell plate F3 (see FIG. 21E). .
(6) When the distance between both joint plates W1 and W2 of the wall constituent material W is x and the distance between both joint plates of the floor constituent material is z, z = x (FIGS. 21C and 21E). reference).

For example, the conditions (α = θ / 2 (degrees), γ = θ / 2 (degrees)) of the building T1 (the wall constituent material 10, the roof constituent material 20, and the floor constituent material 30) according to the first embodiment, When applied to the above (1) to (6), it is as follows.
(1-1) The front joint plate 11 and the rear joint plate 12 of the wall constituting material 10 are inclined at an angle θ / 2 (degrees) with respect to a plane perpendicular to the outer shell plate 13 (FIG. 7 ( c)).
(2-1) The front joint plate 21 and the rear joint plate 22 of the roof component 20 are inclined with respect to a plane perpendicular to the outer shell plate 23 by an angle θ / 2 (degrees) (FIG. 9 ( c)).
(3-1) When the distance between the joint plates 11 and 12 of the wall component 10 is x and the distance between the joint plates 21 and 22 of the roof component 20 is y, y = x (FIG. 7). (See (c) and FIG. 9 (c)).
(4-1) When the floor component 30 is viewed in plan, the angle formed by the side contacting the lower side 10s of the wall component 10 and the center line p is 90-θ / 2 (degrees) (not shown). .
(5-1) The front joint plate 31 and the rear joint plate 32 of the floor component 30 are inclined by an angle θ / 2 (degrees) with respect to a plane perpendicular to the outer shell plate 33 (FIG. 9 ( c)).
(6-1) When the distance between the joint plates 11 and 12 of the wall constituent material 10 is x and the distance between the joint plates 31 and 32 of the floor constituent material 30 is z, z = x (FIG. 9). (See (c)).

(Second Embodiment)
A building T2 according to the second embodiment shown in FIG. 22 (a) is a building constructed by connecting a plurality of frame-shaped units U2 in the depth direction, and has a trapezoidal side view that is erected in opposition. A pair of wall bodies 101, 101 to be presented, a roof 102 having a rectangular shape in plan view covered between the upper sides of the wall bodies 101, 101, and a rectangular shape in plan view arranged between the lower sides of the wall bodies 101, 101 22 (b), the wall body 101 includes a plurality of long members 110 (hereinafter referred to as “wall constituent members 110”) in the short-side direction. The roof 102 is configured by connecting a plurality of long members 120 (hereinafter referred to as “roof component 120”) without gaps in the short direction, Similarly, the floor body 103 includes a plurality of long materials 130 (hereinafter referred to as “floor”). Naruzai 130 "that a) in its widthwise direction is constructed by concatenating without gaps. In this building T2, the front joint plate 111 of the wall component 110, the front joint plate 121 of the roof component 120, and the front joint plate 131 of the floor component 130 are on the same plane, and the rear side of the wall component 110 The conditions for the joint plate 112, the rear joint plate 122 of the roof constituent member 120, and the rear joint plate 132 of the floor constituent member 130 to be on the same plane are the following from (1) to (6) described above. It becomes like this. The wall component 110 is trapezoidal, and when the wall component 110 is viewed from the side, the center line p of the wall component 110 is inclined with respect to the vertical line v by an angle α (degrees) (FIG. 23). (See (b)), when the roof component 120 is viewed in plan, the angle formed by the side 120t in contact with the upper side 110t of the wall component 110 and the center line p of the roof component 120 is 90 (degrees). (That is, γ = 0 (degrees)) (see FIG. 23A).

(1-2) The front joint plate 111 and the rear joint plate 112 of the wall constituting material 110 are perpendicular to the outer shell plate 113 (see FIG. 23D).
(2-2) The front joint plate 121 and the rear joint plate 122 of the roof component 120 are inclined with respect to a plane perpendicular to the outer shell plate 123 by an angle θ-α (degrees) (FIG. 23 ( c)).
(3-2) When the distance between the joint plates 111 and 112 of the wall constituent material 110 is x and the distance between the joint plates 121 and 122 of the roof constituent material 120 is y, y = x (FIG. 23). (See (c) and (d)).
(4-2) When the floor constituting material 130 is viewed in plan, the angle formed by the side contacting the lower side 110s of the wall constituting material 110 and the center line is 90 degrees (not shown).
(5-2) The front joint plate 131 and the rear joint plate 132 of the floor component 130 are inclined with respect to a plane perpendicular to the outer shell plate 133 by an angle α (degrees) (FIG. 23 (e)). reference).
(6-2) When the distance between the joint plates 111 and 112 of the wall constituent material 110 is x and the distance between the joint plates 131 and 132 of the floor constituent material 130 is z, z = x (FIG. 23). (See (c) and (e)).

(Third embodiment)
The building T3 according to the third embodiment shown in FIGS. 24 (a) and 24 (b) is configured by connecting a plurality of frame-shaped units U3 in the depth direction, similarly to the building T2 shown in FIG. 22 (a). FIG. 25B shows a building including a pair of trapezoidal walls 201 and 201, a rectangular roof 202, and a floor 203 having a rectangular shape. As described above, the center line p of the wall constituting member 210 constituting the wall body 201 is vertical (that is, α = 0 (degrees)). In the building T3, the front joint plate 211 of the wall component 210, the front joint plate 221 of the roof component 220, and the front joint plate 231 of the floor component 230 are on the same plane, and the rear side of the wall component 210 The conditions for the joint plate 212, the rear joint plate 222 of the roof constituent member 220, and the rear joint plate 232 of the floor constituent member 230 to be on the same plane are as follows from (1) to (6) described above. It becomes like this.

(1-3) The front joint plate 211 and the rear joint plate 212 of the wall constituting member 210 are perpendicular to the outer shell plate 213 (see FIG. 25D).
(2-3) The front joint plate 221 and the rear joint plate 222 of the roof component 220 are inclined by an angle θ (degrees) with respect to a plane perpendicular to the outer shell plate 223 (FIG. 25C). reference).
(3-3) When the distance between both joint plates 211 and 212 of the wall constituting material 210 is x and the distance between both joint plates 221 and 222 of the roof constituting material 220 is y, y = x (FIG. 25). (See (c) and (d)).
(4-3) When the floor component 230 is viewed in plan, the angle formed by the side that contacts the lower side 210s of the wall component 210 and the center line is 90 degrees (not shown).
(5-3) The front joint plate 231 and the rear joint plate 232 of the floor component 230 are perpendicular to the outer shell plate 233 (see FIG. 25 (e)).
(6-3) When the distance between the joint plates 211 and 212 of the wall constituent material 210 is x and the distance between the joint plates 231 and 232 of the floor constituent material 230 is z, z = x (FIG. 25). (See (e)).

  As described above, when the dimensions and shapes of the respective constituent materials are appropriately set so as to satisfy the above (1) to (6), when these are assembled to form a frame-shaped unit, the front joint plate of the wall constituent material And the front joint plate of the roof component and the front joint plate of the floor component are located on the same plane, and the rear joint plate of the wall component and the rear joint plate of the roof component and the floor configuration The rear joint plate of the material is located on the same plane, and as a result, the in-plane rigidity (shear rigidity) of each unit is particularly improved, so deformation against horizontal forces such as seismic force and wind pressure The resistance becomes very high. Moreover, when joining a wall component material and a roof component material or a floor component material, if it is set as the structure which joins the front side joint plates of each component material, and the rear side joint plates, the front side joint plate of each component material will be. Since it is located on the same plane and the rear joint plate of each constituent material is located on the same plane, it is possible to employ the joining structure shown in FIG. 10 in all joining portions. .

  In FIG. 21, when γ = θ−α (degrees), the wall component W and the roof component R have the same cross-sectional shape. It can be composed of one type of profile. Further, when γ = α (degrees), the wall constituent material W and the floor constituent material F have the same cross-sectional shape, so that the wall constituent material W and the roof constituent material R are formed of one type of shape. Can be configured. When α = θ / 2 (degrees), the wall component W, the roof component R, and the floor component F have the same cross-sectional shape. can do. For example, the building T2 according to the second embodiment shown in FIG. 22 requires three types of shapes (see FIGS. 23 (c) to (e)), but the third embodiment shown in FIG. The building T3 can be composed of two types of shapes (see FIGS. 25C to 25E), and the building T1 according to the first embodiment shown in FIG. It can be made of a material (see FIGS. 7C and 9C).

(Fourth embodiment)
The roof shape of the above-described buildings T1 to T3 was a “direction flow” type, but the “butterfly” type like the roof shape of the building T4 according to the fourth embodiment shown in FIGS. 26 and 27. It may be.

  As shown in FIG. 26 (a), the building T4 includes a pair of wall bodies 301 and 301 that are erected facing each other, a roof 302 that is covered between the upper sides of the wall bodies 301 and 301, and a wall body. 301 and a floor body 303 disposed between the lower sides of 301.

  As shown in FIG. 27, the wall body 301 has a first wall body 301A whose height dimension gradually decreases from the front side toward the back side, and a second wall body whose height dimension gradually increases from the front side toward the back side. Wall body 301B. Both wall bodies 301A and 301B are both trapezoidal and have the same height dimension at the boundary.

  As shown in FIGS. 26 (a) and 26 (b), the roof 302 includes a first roof 302A covered between the upper sides of the first wall bodies 301A and 301A and the upper sides of the second wall bodies 301B and 301B. It consists of a second roof 302B laid between them. The first roof 302B has an isosceles trapezoidal shape, and the width (length) dimension gradually decreases from the front side toward the back side. The second roof 302B has an isosceles trapezoidal shape, and the width (length) dimension gradually increases from the front side toward the back side.

  As shown in FIGS. 26A and 26B, the floor body 303 includes a first floor body 303A disposed between the lower sides of the first wall bodies 301A and 301A, and second wall bodies 301B and 301B. It consists of the 2nd floor body 303B arrange | positioned between lower sides. The first floor body 303A has an isosceles trapezoidal shape, and the width (length) dimension gradually decreases from the front side toward the back side. The second floor body 303B has an isosceles trapezoidal shape, and the width (length) dimension gradually increases from the front side toward the back side.

  The building T4 is configured by connecting a plurality of units U4 formed in a frame shape in the depth direction. Moreover, the unit U4 is comprised by the wall component material, the roof component material, and the floor component material similarly to the unit U1 of the above-mentioned building T1. If the dimensions and shapes of the respective constituent materials are appropriately set so as to satisfy the above-described (1) to (6), the unit U4 is also made of a wall constituent material when the frame-shaped unit U4 is formed by assembling them. The front joint plate, the front joint plate of the roof component, and the front joint plate of the floor component are located on the same plane, and the rear joint plate of the wall component and the rear joint plate of the roof component And the rear joint plate of the floor constituent material are located on the same plane, and as a result, the in-plane rigidity (shear rigidity) of the unit U4 is particularly improved. Deformation resistance against force is very high.

(Fifth embodiment)
In the buildings T1 to T4 described above, the pair of opposing wall bodies have the same shape and the floor bodies are arranged horizontally, but the building T5 according to the fifth embodiment shown in FIGS. 28 and 29 is used. As described above, two types of wall bodies 401 and 401 ′ having different shapes may be opposed to each other, and further, a part of the floor body 403 may be inclined.

  That is, as shown in FIGS. 28 and 29 (a), one wall 401 is a combination of the first wall 401A and the second wall 401B, and the other wall 401 'is The third wall body 401C, the fourth wall body 401D, and the fifth wall body 401E are combined.

  The floor body 403 includes a first floor body 403A having a rectangular shape and a second floor body 403C having a trapezoidal shape, and a third floor body 403C having a trapezoidal shape. Is inclined with respect to the horizontal plane (see FIGS. 28 and 29B).

  The building T5, which has such a complicated three-dimensional shape and has a novel and unusual design, has a plurality of units formed in a frame shape by wall components, roof components, and floor components, similar to the building T1 described above. Can be easily configured by connecting them in the depth direction. Moreover, in each unit, if the dimensions and shapes of the respective constituent materials are appropriately set so as to satisfy the above (1) to (6), when these are assembled to form a frame-shaped unit, The front joint plate, the front joint plate of the roof component, and the front joint plate of the floor component are located on the same plane, and the rear joint plate of the wall component and the rear joint plate of the roof component And the rear joint plate of the floor component are located on the same plane. As a result, the in-plane rigidity (shear rigidity) of the unit is particularly improved, so horizontal forces such as seismic force and wind pressure The deformation resistance to is very high. Moreover, when joining a wall component material and a roof component material or a floor component material, if it is set as the structure which joins the front side joint plates of each component material, and the rear side joint plates, the front side joint plate of each component material will be. Since it is located on the same plane and the rear joint plate of each constituent material is located on the same plane, it is possible to employ the joining structure shown in FIG. 10 in all joining portions. .

  Incidentally, as shown in FIG. 26B, the building T5 can be constructed by combining two types of shapes.

(Sixth embodiment)
The buildings T1 to T5 described above are configured by connecting a plurality of units having a frame shape in the depth direction, but a plurality of units having a gate shape like the building T6 according to the sixth embodiment shown in FIG. You may comprise U6 connected in the depth direction.

  The unit U6 includes a pair of opposing wall constituent members 10 and 10 and a roof constituent member 20 installed between the wall constituent members 10 and 10, and has a gate shape when viewed from the front side. ing. In addition, since the wall component material 10 and the roof component material 20 are the same as what was demonstrated in 1st Embodiment, detailed description is abbreviate | omitted.

  In each of the above-described embodiments, the wall constituent material, the roof constituent material, and the floor constituent material are exemplified by an extruded profile having a cross-sectional groove shape, but is not limited to such a cross-sectional shape, It may be changed appropriately. For example, although not shown in the drawings, each constituent material may be formed of a profile having a hollow portion in the longitudinal direction, and further, each constituent material may be formed of a profile having a T-shaped cross section.

(A) is the perspective view which looked at the building containing the wall body which concerns on 1st Embodiment from the front direction, (b) is the expanded view of (a). It is a schematic diagram of Fig.1 (a). It is a side view of Fig.1 (a). It is a disassembled perspective view of Fig.1 (a). FIG. 4 is an enlarged view of FIG. 3. It is a perspective view which shows a wall structural material. It is sectional drawing (X1-X1 sectional drawing of FIG. 5) of a wall structural material. It is an enlarged plan view of a roof constituent material. It is sectional drawing (X2-X2 sectional drawing of FIG. 8) of a roof structural material. It is a disassembled perspective view which shows the junction part of a wall component material and a roof component material. (A) is a front view of the building containing the wall body which concerns on 1st Embodiment, (b) is a rear view similarly. (A) is X4-X4 sectional drawing of FIG.11 (b), (b) is X3-X3 sectional drawing of Fig.11 (a). It is sectional drawing which shows the modification of a stiffener. It is sectional drawing which shows the other modification of a stiffener. It is sectional drawing which shows the state which interposed the film-like member between the wall structural material and the stiffener. It is sectional drawing which shows the modification of a roof structural material. It is a perspective view which shows the joining structure of a wall body and a beam material. (A) (b) is an exploded perspective view for demonstrating the member attached to the edge part of a beam material. It is a disassembled perspective view for demonstrating the construction method of joining structure. It is a front view of a junction structure. It is a schematic diagram which shows the general relationship of a wall component material, a roof component material, and a floor component material, Comprising: (a) is a top view of a roof component material, (b) is a side view of a wall component material, (c) is (A) X5-X5 sectional drawing, (d) is X6-X6 sectional drawing of (b), (e) is sectional drawing of a floor constituent material. (A) is the perspective view which looked at the building which concerns on 2nd Embodiment from the front direction, (b) is the expanded view of (a). It is a schematic diagram which shows the relationship of the wall component material which concerns on the building shown in FIG. 22, a roof component material, and a floor component material, Comprising: (a) is a top view of a roof component material, (b) is a side view of a wall component material, (C) is X7-X7 sectional drawing of (a), (d) is X8-X8 sectional drawing of (b), (e) is sectional drawing of a floor constituent material. (A) is the perspective view which looked at the building which concerns on 3rd Embodiment from the front direction, (b) is the expanded view of (a). It is a schematic diagram which shows the relationship between the wall component material which concerns on the building shown in FIG. 24, a roof component material, and a floor component material, Comprising: (a) is a top view of a roof component material, (b) is a side view of a wall component material, (C) is X9-X9 sectional drawing of (a), (d) is X10-X10 sectional drawing of (b), (e) is sectional drawing of a floor constituent material. (A) is the perspective view which looked at the building which concerns on 4th Embodiment from the front direction, (b) is the expanded view of (a). It is a side view similarly. It is the perspective view which looked at the building concerning a 5th embodiment from the front direction. (A) is the expanded view of FIG. 28, (b) is a side view similarly. It is a disassembled perspective view of the building which concerns on 6th Embodiment.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Wall body 2 Roof 3 Floor body 10 Wall component 11 Front side joint board 11a Front side joining end surface 12 Rear side joint board 12a Rear side joining end face 13 Outer shell board 20 Roof constituent material 21 Front side joint board 21a Front side joining end face 22 Rear side joint Plate 22a Rear joint end surface 23 Outer shell plate 30 Floor component 31 Front joint plate 31a Front joint end surface 32 Rear joint plate 32a Rear joint end surface 33 Outer shell plate 41, 42, 43 Stiffener 51, 52 Connecting material T1 ~ T6 Building

Claims (10)

A wall formed by connecting a plurality of wall constituent materials in the short direction ,
Before SL Each wall construction material comprises an outer shell plate of the wall, a first coupling plate and a second joint plates disposed at intervals in the lateral direction of the shell plate,
The joint plate has a step,
Wherein said first coupling plate of each wall construction material, in a gap formed by the step when the butt and said second coupling plate of the adjacent other of said walls constituting material, complement Tsuyoshizai is interposed wall you characterized in that it is. The wall body according to claim 1, wherein the stiffener includes a sandwiching portion that is sandwiched between the adjacent wall constituent members, and a projecting portion that projects to the side of the sandwiching portion. The wall according to claim 2 , wherein the projecting portion is in contact with tip portions of the first joint plate and the second joint plate . The wall according to claim 3, wherein a hollow portion is formed in the projecting portion. The wall body according to claim 1, wherein a front end portion of the first joint plate and a front end portion of the second joint plate are bent inward.   The wall body according to claim 1, wherein a water stop member is interposed between the adjacent wall constituent members.   The wall body according to any one of claims 1 to 6, wherein a film-like member is interposed between each of the wall constituent members and the stiffener.   8. The connecting material having an L-shape is interposed between the adjacent wall constituent materials and at the upper end portion of the wall constituent material, according to any one of claims 1 to 7. The wall body described.   The wall according to any one of claims 1 to 8, wherein each of the wall constituent members is an extruded shape member made of an aluminum alloy.   The wall according to any one of claims 1 to 9, wherein the stiffener is made of an extruded shape made of an aluminum alloy.

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