The present invention relates to a bearing wall and to a wall surface member for a bearing wall used, for example, in a steel house or a pre-fabricated home.
Hitherto, bearing walls including joined wall surface members, such as steel sheets on frame members, have been employed in buildings such as steel houses or pre-fabricated homes (see, for example, Japanese Patent No. 3737368). Such bearing walls are designed so that, when applied with an earthquake load, sheer stress occurs in a wall surface member, and an axial force occurs in a frame member.
The bearing wall described in Japanese Patent No. 3737368 is configured by a frame assembled into a rectangular shaped frame of frame members around the periphery of a steel sheet (wall surface member), and by cross-members provided inside the frame. Plural holes are formed in regions of the steel sheet (the wall surface member) other than portions where the frame members are joined, distributed in the height direction and the horizontal direction (width direction). Ribs integrated to the steel sheet are formed with circular tube shapes or truncated circular cone shapes at the edge portions of these holes. The ribs are formed to reinforce the external face of the steel sheet.
However, with the bearing wall described in Japanese Patent No. 3737368, there is an issue in that it is difficult to stabilize and absorb earthquake energy.
In consideration of the above circumstances, an object of the present invention is to provide a bearing wall, and a wall surface member for use in a bearing wall, that are capable of stabilizing and absorbing earthquake energy.
A bearing wall according to the present invention includes: a pair of vertical members that are joined to upper and lower horizontal members of a building so as to be spaced apart in a horizontal direction; and a wall surface member that includes a first joint portion joined to one of the vertical members, that includes a second joint portion joined to another of the vertical members, and that includes circular-shaped opening portions that are spaced apart in an up-down direction between the pair of vertical members so as to be disposed in a single column. A separation distance between a center of one opening portion and a center of an opening portion that is adjacent to the one opening portion in the up-down direction is shorter than a horizontal separation distance between the first joint portion and the second joint portion.
A wall surface member for a bearing wall according to the present invention includes: a first joint portion configured to join to one vertical member; a second joint portion configured to join to another vertical member and having a fixed spacing from the first joint portion; and circular shaped opening portions that are disposed so as to be spaced apart from each other in a single column along the first joint portion and the second joint portion, between the first joint portion and the second joint portion. A separation distance between a center of one opening portion and a center of an opening portion that is adjacent to the one opening portion in the up-down direction is shorter than a separation distance between the first joint portion and the second joint portion.
According to the bearing wall and the wall surface member for a bearing wall according to the present invention, due to forming plural opening portions in the wall surface member so as to be disposed along the up-down direction, when earthquake load acts, stress concentrates at up-down direction intermediate portions of the wall surface member between opening portions that are adjacent to each other in the up-down direction, and stress concentrates at horizontal direction intermediate portions of the wall surface member between the first joint portion and the opening portions, and stress concentrates at horizontal direction intermediate portions of the wall surface member between the second joint portion and the opening portions. In the present invention, the separation distance between a center of one opening portion and a center of an opening portion that is adjacent to the one opening portion in the up-down direction is shorter than a separation distance between the first joint portion and the second joint portion. Thus, when earthquake load acts on the wall surface member, this thereby enables the shear stress values of horizontal direction intermediate portions of the wall surface member between the first joint portion and the opening portions, and the shear stress values of horizontal direction intermediate portions of the wall surface member between the second joint portion and the opening portions to be made lower than the shear stress values at up-down direction intermediate portions of the wall surface member between opening portions that are adjacent to each other in the up-down direction. The shear stress force along the horizontal direction occurring in the pair of vertical members is thereby reduced. Thus, as a result, this suppresses the join portions, between the wall surface member and the pair of vertical members, from deforming prior to deformation of the up-down direction intermediate portions of the wall surface member between the one opening and another opening of adjacent opening portions in the up-down direction, enabling earthquake energy to be stabilized and absorbed.
The bearing wall and the wall surface member for a bearing wall according to the present invention have the excellent advantageous effect of enabling earthquake energy to be stabilized and absorbed.
Explanation follows regarding a bearing wall according to an exemplary embodiment of the present invention, with reference to
As illustrated in
The pair of vertical members 2a, 2b are, for example, formed from steel sections, such as channel steel or angle steel, of thin, lightweight steel. In the present exemplary embodiment, channel steel with a substantially U-shaped cross-section is employed for the pair of vertical members 2a, 2b.
The wall surface member 3 is configured from a steel sheet having a substantially rectangular shape when viewed face on, and one edge portion 3a in the width direction X is joined to one vertical member 2a from out of the pair of vertical members 2a, 2b, and another edge portion 3b in the width direction X is joined to the other vertical member 2b. In the present exemplary embodiment, the one edge portion 3a of the wall surface member 3 is joined to the one vertical member 2a by inserting plural drill screws through the one edge portion 3a of the wall surface member 3 and through the one vertical member 2a. Note that the portions in the wall surface member 3 through which the drill screws are inserted are referred to as first joint portions 4a. The first joint portions 4a are disposed at a substantially even spacing apart in the up-down direction. The other edge portion 3b of the wall surface member 3 is joined to the other vertical member 2b by inserting plural drill screws through the other edge portion 3b of the wall surface member 3 and the vertical member 2b. Note that the portions in the wall surface member 3 through which the drill screws are inserted are referred to as second joint portions 4b. The second joint portions 4b are, similarly to the first joint portions 4a, disposed at a substantially even spacing apart in the up-down direction.
Plural circular shaped opening portions 5 are formed in the wall surface member 3, disposed in a single line at a specific spacing apart in the up-down direction Y. The plural opening portions 5, 5, . . . are preferably formed with substantially the same diameter R as each other, and are preferably disposed such that distances d between adjacent opening portions 5, 5 are substantially the same dimensions as each other. These opening portions 5 are disposed so as to run along the width direction X central line axis of the wall surface member 3. A distance D1 between central axes 5b, 5b of adjacent opening portions 5, 5 in the up-down direction is set so as to be shorter than a distance D2 between joints between the pair of vertical members 2a, 2b and the wall surface member 3. The distance D2 between joints between the pair of vertical members 2a, 2b and the wall surface member 3 indicates a distance in the horizontal direction between the first joint portions 4a and the second joint portions 4b.
This thereby enables the minimum length of a flat sheet portion 31 between adjacent opening portions 5, 5 in the up-down direction (equivalent to the distance d between adjacent opening portions 5, 5) to be set shorter than the sum of a horizontal distance D3 between the opening portion 5 and the first joint portion 4a, and the horizontal distance D4 between the opening portion 5 and the second joint portion 4b, wherein the flat sheet portion 31 serves as a general portion and is a flat portion of the wall surface member 3 not formed with the opening portions 5 or with ring-shaped ribs 6, described later.
As illustrated in
As illustrated in
Next, explanation follows regarding the manner in which stress acts on the wall surface member 3 when earthquake load acts on the above-described bearing wall 1A.
As illustrated in
The units 7 have a width dimension W that is the same value as the width dimension of the wall surface member 3, and have a height dimension H that is the same value as the length dimension of a straight line connecting together centers 5c of adjacent opening portions 5, 5. Semicircular shaped cutouts 71, 71 equivalent to the lower half or the upper half of the opening portions 5 are formed at width direction X central portions of the upper ends 7a and the lower ends 7b.
A shear stress τ occurs in each of the units 7 when an earthquake load acts on the bearing wall 1A in the horizontal direction. As described above, in the present exemplary embodiment, the separation distance between the semicircular shaped cutouts 71 formed in the upper ends 7a and the semicircular shaped cutouts 71 formed in the lower ends 7b (equivalent to distance d) is shorter than the sum of a horizontal distance D3 between the opening portions 5 and the first joint portion 4a, and the horizontal distance D4 between the opening portions 5 and the second joint portion 4b. Namely, within the units 7 illustrated in
The directions (horizontal directions) in which the shear stress τ act are the opposite directions to each other at the upper end 7a side and the lower end 7b side of the unit 7. Due to there being plural of the units 7 disposed along the up-down direction, and due to there being, in practice, plural units 7 integrated together with each other, the shear stress τ acting in the vicinity of the lower end 7b of the unit 7 on the upper side of adjacent units 7, 7, and the shear stress τ acting in the vicinity of the upper end 7a of the unit 7 on the lower side thereof, cancel each other out. Thus in the units 7, the shear stress τ concentrates at each of the stress concentration portions 8, and the horizontal direction shear stress τ acting at the two horizontal direction end portions is reduced, such that stress from the units 7 to the pair of vertical members 2a, 2b is transmitted in the vertical direction, with hardly any transmission of stress in the horizontal direction.
Moreover, a bending stress σ occurs at an edge portion of each of the cutouts 71 (the edge portion 5a of each of the opening portions 5) when earthquake load acts on the bearing wall 1A. Due to the ring-shaped ribs 6 being formed to the edge portions of the cutouts 71, the bending stress σ at this time is distributed to the ring-shaped ribs 6 and to the flat sheet portion 31 in the vicinity of the ring-shaped ribs 6, enabling deformation of the opening portions 5 to be suppressed.
Due to the above, the shear stress τ that occurs in the bearing wall 1A concentrates at the stress concentration portion 8, horizontal direction stress is hardly transmitted to the pair of vertical members 2a, 2b, and the bending stress σ occurring at the edge portions of the opening portions 5 is distributed.
Thus when an earthquake load of a specific value or greater acts on the bearing wall 1A, shear stress is concentrated at the stress concentration portions 8 of the wall surface member 3, and the wall surface member 3 deforms and fails. However, there is little horizontal direction shear stress transmitted from the wall surface member 3 to the pair of vertical members 2a, 2b, thereby enabling the joint portions between the pair of vertical members 2a, 2b and the wall surface member 3 (the first joint portions 4a and the second joint portions 4b) to be suppressed from failing, and enabling local deformation of the pair of vertical members 2a, 2b to be suppressed.
By distributing the bending stress σ acting in the vicinity of the edge portion 5a of each of the opening portions 5, the value of the bending stress σ acting in the vicinity of the edge portion 5a of each of the opening portions 5 can be made smaller than the value of the shear stress τ concentrated at the stress concentration portion 8, enabling shear failure to be caused at the stress concentration portion 8 before deformation of the opening portions 5 occurs. The stress concentration portion 8 of the wall surface member 3 is a structure that undergoes shear yielding when earthquake load of a specific value or greater acts on the bearing wall 1A, prior to failure of the joint portions 4a, 4b between the pair of vertical members 2a, 2b and the wall surface member 3 and prior to local deformation of the pair of vertical members 2a, 2b, thereby enabling earthquake energy to be stabilized and absorbed. Moreover, the present exemplary embodiment also enables a configuration not installed with cross-members or the like to counteract horizontal direction shear stress transmitted from the wall surface member to the vertical members 2a, 2b.
Even in cases in which the ring-shaped ribs 6 are provided, due to the ring-shaped ribs 6 projecting out from the side of the joints between the wall surface member 3 and the pair of vertical members 2a, 2b, and due to there being no projection portion on the face on the opposite side to the joint face between the wall surface member 3 to the pair of vertical members 2a, 2b, interior and exterior finishing work is relatively easier to perform than for bearing walls having undulations on both faces of the wall surface member 3, and handling of the bearing wall 1A becomes easier.
Next, explanation follows regarding a bearing wall according to a second exemplary embodiment, with reference to the appended drawings. The same reference numerals are appended to similar parts and portions to those of the first exemplary embodiment described above, duplicate explanation thereof will be omitted, and configuration that differs from that of the first exemplary embodiment will be explained.
As illustrated in
Explanation follows regarding a circular arc portion 61 that is a portion having a circular arc shape in cross-section, as on the base end portion 6a side of each of the ring-shaped ribs 6, and a straight line portion 62 that is a portion having a cross-section profile that is a straight-line shape orthogonal to the flat sheet portion 31, as at the leading end portion 6b side. The circular arc portion 61 and the straight line portion 62 are contiguous to each other.
In the present exemplary embodiment, as illustrated in
Differences in the stress acting on the bearing wall due to different forms of opening portions and ring-shaped ribs on the bearing wall were analyzed. Explanation follows regarding such analysis.
Five examples are given here as parameters of forms of the opening portions 5 and the ring-shaped ribs 6 of the bearing wall 1: (1) a radius r of the circular arc portion 61 of the ring-shaped ribs 6 (see
In the tests, forced displacement in the horizontal direction was imparted to plural test specimens having different forms of the circular shaped opening portions 5 and ring-shaped ribs 6, and the stress occurring in the wall surface member 3 measured. As illustrated in
Bar members (not illustrated in the drawings) corresponding to the pair of vertical members 2a, 2b (see
(1) Relationship between Radius r of the Circular Arc Portion 61 and Stress Acting on the Wall Surface Member 3
Forced displacement was imparted to ten test specimens having different radii r of the circular arc portion 61 of the ring-shaped ribs 6, these being A1 to A5 (for the wall surface member 3 employing the steel sheet of up-down dimension 500 mm and width dimension of 300 mm) and A′1 to A′5 (for the wall surface member 3 employing the steel sheet having an up-down dimension of 700 mm and a width dimension of 433 mm), and the relationship between the radius of the circular arc portion 61 of the ring-shaped ribs 6 and the stress acting on the wall surface member 3 was analyzed. The radius r of the circular arc portion 61 on the test specimens A1 to A5, and on the test specimens A′1 to A′5, in the sequence of the test specimens A1 to A5 and of the test specimens A′1 to A′5, was: 0 mm, 5 mm, 10 mm, 15 mm, and 20 mm; and the height dimension h of the ring-shaped ribs 6 was 15 mm in all cases.
The test specimens A2, A3, A′2, A′3 having a radius r of the circular arc portion 61 of 5 mm or 10 mm had the circular arc portion 61 and the straight line portion 62 formed to each of the ring-shaped ribs 6, as in the second exemplary embodiment.
The test specimens A4, A5, A′4, A′5 having a radius r of the circular arc portion 61 of 15 mm or 20 mm had the circular arc portion 61 alone formed to each of the ring-shaped ribs 6, as in the first exemplary embodiment, and the straight line portion 62 was not formed.
The test specimens A1, A′1 having a radius r of the circular arc portion 61 of 0 mm had the straight line portion 62 alone forming the circular tube shaped ring-shaped ribs 6, and the circular arc portion 61 was not formed to the ring-shaped ribs 6.
In the test specimens A1 to A5, A′1 to A′5, the diameter R of the opening portions 5 was 120 mm, the distance d between opening portions 5, 5 was 75 mm, and the sheet thickness t of the flat sheet portion 31 was 1.2 mm.
As illustrated in
Moreover, it is apparent from
(2) Relationship Between Height Dimension h of the Ring-Shaped Ribs 6 and Stress Acting on the Wall Surface Member 3.
Next, forced displacement was imparted to ten test specimens having different height dimensions h of the ring-shaped ribs 6, these being B1 to B5 and B′1 to B′5, and the stress acting on the wall surface member 3 was analyzed.
The height dimension h of the ring-shaped ribs 6 of the test specimens B1 to B5 and B′1 to B′5, in the sequence of the test specimens B1 to B5 and B′1 to B′5, was: 0 mm, 5 mm, 10 mm, 15 mm, and 20 mm.
The test specimens B1, B1′ here have a form in which the height dimension h of the ring-shaped ribs 6 is 0 mm, and the opening portions 5 alone are formed to the wall surface member 3, without the ring-shaped ribs 6.
Moreover, the radius of the circular arc portions 61 of the ring-shaped ribs 6 was 10 mm in all of the test specimens B1 to B5 and B′1 to B′5. Therefore, the straight line portions 62 were not formed to the ring-shaped ribs 6 in the test specimens B2, B3 having a height dimension h of the ring-shaped ribs 6 of 5 mm or 10 mm, and the circular arc portions 61 and the straight line portions 62 were formed to the ring-shaped ribs 6 in the test specimens B4, B5, B′4, B′5 having a height dimension h of the ring-shaped ribs 6 of 15 mm or 20 mm. Note that due to the height dimension h of the ring-shaped ribs 6 being 5 mm and the radius of the circular arc portion 61 being smaller than 10 mm in the test specimens B2, B′2, the cross-section shape of the circular arc portion 61 is a circular arc shape in which a smaller angle than 90 degrees is formed.
In the test specimens B1 to B5 and B′1 to B′5, the diameter of the opening portions 5 was 120 mm, the distance d between adjacent opening portions 5, 5 was 75 mm, and the sheet thickness t of the flat sheet portion 31 was 1.2 mm.
As illustrated in
(3) Relationship Between the Spacing d of Adjacent Opening Portions 5 and Stress Acting on the Wall Surface Member 3
Next, forced displacement was imparted to nine test specimens having different distances dbetween adjacent opening portions 5, 5, these being C1 to C4 and C′1 to C′5, and the relationship between the distance dbetween adjacent opening portions 5, 5 and the stress acting on the wall surface member 3 was analyzed.
The distance dbetween adjacent opening portions 5, 5 for the test specimens C1 to C4 employing the steel sheet of up-down dimension of 500 mm and width dimension of 300 mm, in the sequence of the test specimens C1 to C4, was: 20 mm, 37.5 mm, 75 mm, and 150 mm. Moreover, the distance dbetween adjacent opening portions 5, 5 for the test specimens C′1 to C′5 employing the steel sheet of up-down dimension of 700 mm and width dimension 433 mm, in the sequence of the test specimens C′1 to C′5, was: 30 mm, 75 mm, 90 mm, 121.5 mm, and 200 mm.
In the test specimens C1 to C4, C′1 to C′5, the radius r of the circular arc portion 61 was 10 mm, the height dimension h of the ring-shaped ribs 6 was 15 mm, the diameter R of the opening portions 5 was 120 mm, and the sheet thickness t of the flat sheet portion 31 was 1.2 mm.
As illustrated in
As illustrated in
(4) Relationship Between Sheet Thickness t of the Wall Surface Member 3 and Stress Acting on the Wall Surface Member 3
Next, forced displacement was imparted to ten test specimens having different sheet thicknesses t of the wall surface member 3, these being E1 to E5 and E1 to E′5, and the relationship between the sheet thickness t of the wall surface member 3 and the stress acting on the wall surface member 3 was analyzed.
The sheet thickness t of the wall surface member 3 of the test specimens E1 to E5, in the sequence of the test specimens E1 to E5, was: 0.6 mm, 0.8 mm, 1.0 mm, 1.2 mm, and 1.6 mm.
The sheet thickness t of the wall surface member 3 of the test specimens E′1 to E′5, in the sequence of the test specimens E1 to E′5, was: 0.3 mm, 0.6 mm, 0.8 mm, 1.0 mm, and 1.2 mm.
In the test specimens E1 to E5 and E1 to E′5, the radius r of the circular arc portion 61 was 10 mm, the height dimension h of the ring-shaped ribs 6 was 15 mm, the distance d between adjacent opening portions 5, 5 was 75 mm, and the diameter R of the opening portions 5 was 120 mm.
As illustrated in
As illustrated in
(5) Relationship Between the Diameter R of the Opening Portions 5 and the Stress Acting on the Wall Surface Member 3
Next, forced displacement was imparted to five test specimens having different diameters R of the opening portions 5, these being test specimens D1 to D5, and the relationship between the diameter R of the opening portions 5 and the stress acting on the wall surface member 3 was analyzed.
The diameter R of the opening portions 5 of the test specimens D1 to D5, in the sequence of the test specimens D1 to D5, was: 40 mm, 80 mm, 120 mm, 160 mm, and 200 mm.
With the test specimens D1 to D5, the radius r of the circular arc portion 61 was 10 mm, the height dimension h of the ring-shaped ribs 6 was 15 mm, the distance d between adjacent opening portions 5, 5 was 75 mm, and the sheet thickness t of the flat sheet portion 31 was 1.2 mm.
As illustrated in
According to the results of the analysis described above, it is apparent that the maximum von Mises stress occurring in the ring-shaped ribs 6 may be adjusted so as to be lower than the maximum von Mises stress occurring at locations of the wall surface member 3 between one opening portion 5 and another opening portion 5 adjacent in the up-down direction (at the stress concentration portions 8) by adjusting any one of the profile of the ring-shaped ribs 6, the height of the ring-shaped ribs 6 with respect to the flat sheet portion 31, the internal diameter of the opening portions 5, the distance between the center of one opening portion 5 and the center of the other opening portion 5 adjacent in the up-down direction, or the thickness of the wall surface member 3.
(6-1) Comparison Between the Von Mises Stress Occurring Between Adjacent Opening Portions 5, 5 (at the Stress Concentration Portions 8), and Between the Opening Portions 5 and the First Joint Portions 4a
As illustrated in
The test specimen F is set with a diameter of the opening portions 5, 5 Φ=120 mm, a rib height H=15 mm, a rib circular arc portion radius R=10 mm, a distance between adjacent opening portions 5, 5 d=75 mm, with a horizontal distance between the opening portions 5 and the first joint portions 4a D3=156.5 mm, and with a horizontal distance between the opening portions 5 and the second joint portions 4b D4=156.5 mm. Namely, a distance D1 between the central axes 5b, 5b of the opening portions 5, 5 adjacent in the up-down direction is set so as to be shorter than a distance D2 between the joints between the pair of vertical members 2a, 2b and the wall surface member 3 (the horizontal distance D2 between the first joint portions 4a and the second joint portions 4b). In other words, the distance d equivalent to between adjacent opening portions 5, 5 is set so as to be shorter than the sum of the horizontal distance D3 between the opening portions 5 and the first joint portions 4a and the horizontal distance D4 between the opening portions 5 and the second joint portions 4b.
In the analysis of the test specimen F, the maximum von Mises stress between the adjacent opening portions 5, 5 was 348.5 MPa, and the maximum von Mises stress between the opening portions 5 and the first joint portions 4a was 223.7 MPa. Namely, the von Mises stress occurring between the opening portions 5 and the first joint portions 4a decreased to less than the von Mises stress occurring between the adjacent opening portions 5, 5. This thereby enables deformation between the opening portions 5 and the first joint portions 4a to be suppressed when earthquake load acts on the bearing wall 1, and by making deformation occur between the adjacent opening portions 5, 5 (at the stress concentration portions 8) before deformation between the opening portions 5 and the first joint portions 4a, the energy from the earthquake can be stabilized and absorbed.
(6-2) Comparison Between the Von Mises Stresses Occurring Between Adjacent Opening Portions 5, 5 (at the Stress Concentration Portions 8) and Between the Opening Portions 5 and the First Joint Portions 4a
As illustrated in
In the test specimen G1, three opening portions 5 were disposed in a column with a spacing apart in the up-down direction, and the diameter Φ of the opening portions 5 was set at 120 mm, the rib height H was set at 15 mm, the rib circular arc portion radius R was set at 10 mm, and the distance d between adjacent opening portions 5, 5 in the up-down direction was set at 75 mm.
In the test specimen G2, three opening portions 5 disposed so as to have a spacing apart in the up-down direction, were disposed in two columns spaced apart in the horizontal direction, and the diameter Φ of the opening portions 5 was set at 120 mm, the rib height H was set at 15 mm, the rib circular arc portion radius R was set at 10 mm, the distance d between adjacent opening portions 5, 5 in the up-down direction was set at 75 mm, and the distance d between adjacent opening portions 5, 5 in the horizontal direction was set at 75 mm.
As illustrated in
(6-3) Comparison Between the Von Mises Stresses Occurring Between the Adjacent Opening Portions 5, 5 (at the Stress Concentration Portions 8) and Occurring Between the Opening Portions 5 and the First Joint Portions 4a
As illustrated in
In the test specimens H1 to H5, two opening portions 5 with a spacing apart in the up-down direction are disposed in one column, and the diameter Φ of the opening portions 5 was set at 120 mm, the rib height H was set at 15 mm, the rib circular arc portion radius R was set at 10 mm, and the center separation distance D1 between adjacent opening portions 5, 5 was set at 195 mm.
In the test specimens H1 to H5, the ratios of the center separation distance D1 between adjacent opening portions 5, 5 to the horizontal separation distance D2 between the first joint portions 4a and the second joint portions 4b (hereinafter simply referred to as “D1/D2”), in the sequence of the test specimens H1 to H5, was: 0.61, 0.69, 0.81, 1.00, and 1.20.
As illustrated in
Next, explanation follows regarding a bearing wall according to a third exemplary embodiment, with reference to the appended drawings.
As illustrated in
In the bearing wall 1C according to the third exemplary embodiment, the sloping portions 63 and the circular arc portions 61 distribute the bending stress acting at the vicinity of the edge portion 5a of the opening portions 5, and therefore similar operation and advantageous effects are exhibited to those of the first exemplary embodiment.
Next, explanation follows regarding a bearing wall according to the fourth exemplary embodiment.
As illustrated in
As illustrated in
In the bearing wall 1D according to the fourth exemplary embodiment, due to the height dimension h2 of the ring-shaped ribs 6D at the sections where bending stress is liable to concentrate out of the edge portions 5a of the opening portions 5 (in the vicinity of the points B) being formed so as to be greater than at other sections, the bending stress acting at the vicinity of the edge portion 5a of the opening portions 5 can be efficiently distributed by the ring-shaped ribs 6D.
In the exemplary embodiments described above, the pair of vertical members 2a, 2b are provided so as to extend along the length direction Y spaced apart in the horizontal direction (the width direction X), however, the pair of vertical members 2a, 2b may be connected together by a connecting member or the like. Moreover, a configuration may be adopted in which top end portions and bottom end portions of the pair of vertical members 2a, 2b are connected together so as to configure a rectangular shaped frame as viewed face-on.
In the exemplary embodiments described above, the joint portions 4 between the pair of vertical members 2a, 2b and the wall surface member 3 are screw joints, however, joints other than screw joints may be employed.
In the fourth exemplary embodiment described above, the height dimension of the straight line portions 62 of the ring-shaped ribs 6 differs by section, however, the height dimension of both the circular arc portions 61 and the straight line portions 62 may differ by section, or the height dimension of the circular arc portions 61 alone may differ by section. A profile may be formed in which the height dimension differs by section for ring-shaped ribs 6 including the circular arc portions 61 alone, and not formed with the straight line portions 62.
Next, explanation follows regarding a bearing wall according to a fifth exemplary embodiment, and to a building configured by employing the bearing wall, with reference to
As illustrated in
As illustrated in
Bearing walls 1, that are an essential element of the present exemplary embodiment, are fixed to both horizontal direction end portions of the first story section 82 and of the second story section 84. Explanation follows regarding details of the configuration of the bearing wall 1.
As illustrated in
As illustrated in
As illustrated in
The C-beam steel member 108 includes a first wall section 108A, and a second wall section 108B and a third wall section 108C that respectively extend toward the second vertical member 100 side from the two ends of the first wall section 108A. Note that the leading end portions of the second wall section 108B and the leading end portions of the third wall section 108C configure rib portions that respectively bend around toward the third wall section 108C and the second wall section 108B side. The two square-section steel members 110 are fixed to the first wall section 108A of the C-beam steel member 108 in a state disposed along the first wall section 108A. In the present exemplary embodiment, the two square-section steel members 110 are fixed to the first wall section 108A using drill screws, however, the two square-section steel members 110 may be fixed to the first wall section 108A by another method, such a welding.
The second vertical member 100 is configured by a C-beam steel member 112 opening toward the opposite side to the first vertical member 98. The C-beam steel member 112 includes a first wall section 112A, a second wall section 112B, and a third wall section 112C, respectively corresponding to the first wall section 108A, the second wall section 108B, and the third wall section 108C of the C-beam steel member 108 configuring part of the first vertical member 98. In the present exemplary embodiment, the horizontal direction dimensions of the first wall section 108A of the C-beam steel member 108 and of the first wall section 112A of the C-beam steel member 112 are dimensions that are substantially the same dimensions as each other, and the horizontal direction dimensions of the second wall section 112B and the third wall section 112C of the C-beam steel member 112 are dimensions that are shorter than the horizontal direction dimensions of the second wall section 108B and the third wall section 108C of the C-beam steel member 108. The second vertical member 100 is disposed in plan view at the horizontal direction dimension center between the first vertical member 98 and the third vertical member 102.
The third vertical member 102 (not illustrated in
The upper frame 104 and the lower frame 106 are, as an example, configured by a square-section steel member having a rectangular cross-section, and the upper frame 104 and the lower frame 106 are respectively joined to the upper ends and lower ends of the first vertical member 98, the second vertical member 100, and the third vertical member 102 by fasteners, such as screws or bolts, by welding, or the like.
As illustrated in
The two horizontal direction end portions of one of the wall surface members 3 are respectively fixed to the first vertical member 98 and the second vertical member 100, which are a pair of vertical members, using plural drill screws. The plural drill screws are disposed in the up-down direction at a specific pitch. The joint portions between the one wall surface member 3 and the first vertical member 98 (the portions where the drill screws are screwed in) are referred to as first joint portions 4a, and the joint portions between the one wall surface member 3 and the second vertical member 100 (the portions where the drill screws are screwed in) are referred to as second joint portions 4b. Moreover, the two up-down direction end portions of the one wall surface member 3 are respectively fixed to the upper frame 104 and the lower frame 106 using plural drill screws. The plural drill screws are disposed at a specific pitch in the horizontal direction. The joint portions between the one wall surface member 3 and the upper frame 104 (the portions where the drill screws are screwed in) are referred to as third joint portions 4c, and the joint portions between the one wall surface member 3 and the lower frame 106 (the portions where the drill screws are screwed in) are referred to as fourth joint portions 4d.
The two horizontal direction end portions of the other of the wall surface members 3 are respectively fixed to the second vertical member 100 and third vertical member 102, which are a pair of vertical members, using plural drill screws. The joint portions between the other wall surface member 3 and the second vertical member 100 (the portions where the drill screws are screwed in) are referred to as first joint portions 4a, and the joint portions between the other wall surface member 3 and the third vertical member 102 (the portions where the drill screws are screwed in) are referred to as second joint portions 4b. Moreover, the two up-down direction end portions of the other wall surface member 3 are respectively fixed to the upper frame 104 and the lower frame 106 using plural drill screws. The joint portions between the other wall surface member 3 and the upper frame 104 (the portions where the drill screws are screwed in) are referred to as third joint portions 4c, and the joint portions between the other wall surface member 3 and the lower frame 106 (the portions where the drill screws are screwed in) are referred to as fourth joint portions 4d.
Moreover, seven of the opening portions 5 were disposed in a single column at a specific spacing apart in the up-down direction, and these seven opening portions 5 were formed with substantially the same diameter R as each other, such that the distance d between adjacent opening portions 5, 5 was substantially the same dimension. The centers of the seven opening portions 5, 5 were offset toward the second vertical member 100 side (see
Ring-shaped ribs 6 similar to those of the bearing wall 1 in the first exemplary embodiment (see
The first vertical member 98 disposed at one side in the horizontal direction of the first story section 82, the upper frame 104, and the lower frame 106 (see
In the bearing wall 1 of the present exemplary embodiment explained above, when earthquake load is input to the building 80, the horizontal force on the third story and higher accompanying the earthquake is input to the bearing wall 1 of the second story section 84, and shear stress occurs in the bearing wall 1 of the second story section 84. The shear stress in the bearing wall 1 of the second story section 84, and the horizontal force of the second story section 84, are input to the bearing wall 1 of the first story section 82, and shear stress occurs in the bearing wall 1 of the first story section 82. The shear stress in the bearing wall 1 of first story section 82 is transmitted to the ground surface 86 through the foundation 88. When this occurs, an axial force is generated in the vertical direction on the vertical members 94 on each story, and the axial force of the vertical members 94 on each story is transmitted in the up-down direction through fittings 114.
When the earthquake load is transmitted to the bearing wall 1 here, the value of the shear stress (von Mises stress) at horizontal direction intermediate portions of the wall surface member 3 between the first joint portions 4a and the opening portions 5, and the shear stress values at horizontal direction intermediate portions of the wall surface member 3 between the second joint portions 4b and the opening portions 5, can be made lower than the shear stress values at up-down direction intermediate portions of the wall surface member 3 between one opening portion 5 and another opening portion 5 of adjacent opening portions in the up-down direction. This thereby enables the shear stress occurring in the horizontal direction in a pair of vertical members (the first vertical member 98 and the second vertical member 100, or the second vertical member 100 and the third vertical member 102) to be reduced. As a result, deformation at the join portions between the wall surface member 3 and the pair of vertical members can be suppressed prior to deformation of the up-down direction intermediate portions of the wall surface member 3 between one opening portion 5 and another opening portion 5 of adjacent opening portions in the up-down direction, enabling earthquake energy to be stabilized and absorbed.
In the present exemplary embodiment, due to configuring the bearing wall 1 by fixing the two the wall surface members 3 to the single frame member 96, a more rigid bearing wall 1 can be obtained than the bearing wall 1 in the first exemplary embodiment (see
Although explanation has been given in the present exemplary embodiment of an example in which the two up-down direction end portions of the wall surface member 3 are respectively fixed to the upper frame 104 and the second cross member 106, the present invention is not limited thereto. For example, as illustrated in
Explanation has been given in the first exemplary embodiment to the fifth exemplary embodiment described above of examples in which the ring-shaped ribs 6 are provided to the edge portions of the opening portions 5; however, the present invention is not limited thereto, and a configuration may, for example, be adopted in which the ring-shaped ribs 6 are not provided thereto.
Moreover, although explanation has been given in the first exemplary embodiment to the fifth exemplary embodiment described above of examples in which distances d between adjacent opening portions 5, 5 are set to substantially the same dimension, the present invention is not limited thereto. For example, the separation distance between one adjacent pair of the opening portions 5, 5 may be made different from the separation distance between another pair of the opening portions 5, 5.
In the above, explanation has been given of the present invention employing the exemplary embodiments of the bearing walls 1A to 1E; however, the bearing wall and the wall surface member for a bearing wall according to the present invention are not limited to the exemplary embodiments described above, and obviously various modifications may be made and implemented other than those described above.
The disclosure of Japanese Patent Application No. 2013-186511 filed on Sep. 9, 2013 is incorporated in its entirety by reference in the present specification.
Number | Date | Country | Kind |
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2013-186511 | Sep 2013 | JP | national |
Filing Document | Filing Date | Country | Kind |
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PCT/JP2014/073836 | 9/9/2014 | WO | 00 |