JP2011220024A - Mounting structure of face material - Google Patents

Mounting structure of face material Download PDF

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JP2011220024A
JP2011220024A JP2010091909A JP2010091909A JP2011220024A JP 2011220024 A JP2011220024 A JP 2011220024A JP 2010091909 A JP2010091909 A JP 2010091909A JP 2010091909 A JP2010091909 A JP 2010091909A JP 2011220024 A JP2011220024 A JP 2011220024A
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face material
face
wall
folded
folded portion
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JP5628546B2 (en
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Masashi Goto
昌司 後藤
Yasuaki Noma
康明 野間
Hiroyuki Mori
寛之 森
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Nippon Steel Coated Sheet Corp
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Nippon Steel and Sumikin Coated Sheet Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a mounting structure for a face material that can increase wall strength with simple construction and form a bearing wall having high earthquake-resistance.SOLUTION: The invention relates to a mounting structure for a face material 3 formed of two metallic sheaths 5 filled with core material 4 therebetween. The mounting structure for the face material 3 is realized by arranging the face material 3 having a folded part 11 at an end, which is formed by folding back a metallic sheath 5, i a wall substrate 1, and driving the fixing implement 2 into the wall substrate 1 such that the fixing implement 2 penetrates the folded part 11 from the surface of the face material 3. Also, the face material 3 and another face material 3 having a folded part 11 at an end, which is formed by folding back a metallic sheath 5, are juxtaposed on the wall substrate 1 with the end having the folded part 11 of the face material 3 and the end having the folded part 11 of the other face material 3 butting one another, and the fixing implement 2 is driven into the wall substrate 1 so that the fixing implement 2 penetrates the folded part 11 of the other face material 3 from the surface of the other face material 3. Since the fixing implement 2 is driven in the wall substrate 1 through the folded part 11, the strength of the bearing wall, particularly strength against shearing force, can be increased.

Description

本発明は、耐震性などの性能が高い耐力壁に用いる面材の取付構造に関する。   The present invention relates to a mounting structure for a face material used for a load-bearing wall having high performance such as earthquake resistance.

従来から、建物の軸組等の壁下地の表面に複数枚の面材(壁パネル)を並設することによって、耐震性の高い耐力壁を形成することが知られている(特許文献1参照)。   Conventionally, it is known to form a load-bearing wall having high earthquake resistance by arranging a plurality of face members (wall panels) side by side on the surface of a wall base such as a building frame (see Patent Document 1). ).

図8(a)は、面材3を用いて形成した従来の耐力壁の断面図である。隣り合う二つの面材3,3は、一方の端部と他方の端部とが壁下地1の前方で突き合わされ、それぞれの表面から釘やビスなどの固定具2が打入されて並設して取り付けられている。このとき、固定具2は面材3を貫通して壁下地1にまで打入されている。   FIG. 8A is a cross-sectional view of a conventional load-bearing wall formed using the face material 3. Two adjacent face materials 3 and 3 have one end and the other end abutted in front of the wall base 1, and a fixing tool 2 such as a nail or a screw is driven in from the respective surfaces. Attached. At this time, the fixture 2 is driven into the wall base 1 through the face material 3.

面材3としては、二枚の金属外皮の間に芯材が充填された面材(いわゆる金属サンドイッチパネル)が知られている。   As the face material 3, a face material (so-called metal sandwich panel) in which a core material is filled between two metal shells is known.

特開平11−62060号公報Japanese Patent Laid-Open No. 11-62060

上記のような、面材3を貫通させて固定具2を打入した従来の耐力壁では強度が十分でない場合があった。特に、壁に逆方向に力が働きズレようとする力、いわゆる、せん断力に対しては十分な強度が得られない場合があった。   The conventional load-bearing wall in which the fixture 2 is driven through the face material 3 as described above may not have sufficient strength. In particular, there is a case in which sufficient strength cannot be obtained with respect to a force that acts on the wall in the opposite direction and tries to shift, that is, a so-called shearing force.

これに対し、特許文献1のように、板材を助材として用いて耐力壁を形成することも試みられている。例えば、並設された面材3,3の表面の間を跨るように縦に長い矩形状の板材を配置し、この板材の表面から面材3を貫通して壁下地1まで固定具2を打入して形成したような耐力壁である。この構造では板材が補強板の役割を果たし、それにより耐力壁の性能が向上する。   On the other hand, as in Patent Document 1, it has been attempted to form a bearing wall using a plate material as an auxiliary material. For example, a vertically long rectangular plate material is arranged so as to straddle between the surfaces of the face members 3 and 3 arranged side by side, and the fixture 2 is passed from the surface of the plate material to the wall substrate 1 through the face material 3. It is a load-bearing wall that is formed by driving. In this structure, the plate material functions as a reinforcing plate, thereby improving the performance of the load bearing wall.

しかしながら、板材を用いて耐力壁を形成する場合、耐力壁を形成するための部品が多くなってしまう。また、取り付ける際には板材を仮固定して動かないようにして固定具2を打ち付けなければならず、施工に時間と手間がかかってしまう。さらに、板材を用いると、面材3の表面に板材が突出して配置されることになり、意匠性がよくない。   However, when a bearing wall is formed using a plate material, there are many parts for forming the bearing wall. Moreover, when attaching, the fixing | fixing tool 2 must be struck so that it may not move by temporarily fixing a board | plate material, and construction will take time and an effort. Furthermore, when a plate material is used, the plate material is disposed so as to protrude from the surface of the face material 3, and the design is not good.

本発明は、上記の点に鑑みてなされたものであり、簡単な施工で強度を向上し、耐震性の高い耐力壁を形成することができる面材3の取付構造を提供することを目的とする。   The present invention has been made in view of the above points, and has an object to provide a mounting structure for a face member 3 capable of improving strength and forming a highly resistant wall with simple construction. To do.

本発明に係る面材の取付構造は、二枚の金属外皮5の間に芯材4が充填された面材3の取付構造であって、金属外皮5が折り返されて形成された折返し部11を端部に有する面材3を壁下地1に配設し、面材3の表面から折返し部11を貫通させて固定具2を壁下地1に打入して成ることを特徴とする。   The attachment structure of the face material according to the present invention is an attachment structure of the face material 3 in which the core material 4 is filled between the two metal skins 5, and the folded portion 11 formed by folding the metal skin 5 back. A face material 3 having an end portion is disposed on the wall base 1, and the fixture 2 is driven into the wall base 1 through the folded portion 11 from the surface of the face material 3.

本発明に係る面材の取付構造は、上記面材3と、金属外皮5が折り返されて形成された折返し部11を端部に有する他の面材3とを、上記面材3の折返し部11を有する端部と他の面材3の折返し部11を有する端部とを突き合わせて壁下地1に並設し、他の面材3の表面から他の面材3の折返し部11を貫通させて固定具2を壁下地1に打入して成ることを特徴とする。   The mounting structure of the face material according to the present invention includes the face material 3 and another face material 3 having a folded portion 11 formed by folding the metal shell 5 at the end, and the folded portion of the face material 3. The end portion having 11 and the end portion having the folded portion 11 of the other face material 3 are abutted to each other on the wall base 1 and penetrates the folded portion 11 of the other face material 3 from the surface of the other face material 3. Thus, the fixing tool 2 is driven into the wall base 1.

上記構成の面材の取付構造にあっては、前記端部に、端面を開口とする凹部6が設けられ、凹部6に補填材10が配設されていることが好ましい。   In the mounting structure of the face material having the above-described structure, it is preferable that the end portion is provided with a recess 6 having an end face as an opening, and the filling material 10 is provided in the recess 6.

本発明によれば、折返し部を貫通して固定具を壁下地に打入しているので、耐力壁の強度、特にせん断力に対する強度を向上させることができる。また、板材などの助材を用いなくてもよく、施工の手間を省くことができる。したがって、耐震性の優れた耐久壁を簡単に形成することができる。   According to the present invention, since the fixture is driven into the wall base through the folded portion, it is possible to improve the strength of the load bearing wall, particularly the strength against the shearing force. Moreover, it is not necessary to use auxiliary materials, such as a board | plate material, and the effort of construction can be saved. Therefore, it is possible to easily form a durable wall having excellent earthquake resistance.

面材の取付構造の実施の形態の一例を示す要部断面図である。It is principal part sectional drawing which shows an example of embodiment of the attachment structure of a face material. 同上の分解斜視図である。It is an exploded perspective view same as the above. 面材の取付構造の実施の形態の一例を示す断面図である。It is sectional drawing which shows an example of embodiment of the attachment structure of a face material. 面材の取付構造の実施の形態の一例を示す断面図である。It is sectional drawing which shows an example of embodiment of the attachment structure of a face material. 面材の取付構造の実施の形態の他の一例を示す要部断面図である。It is principal part sectional drawing which shows another example of embodiment of the attachment structure of a face material. 面材の取付構造の実施の形態の他の一例を示す要部断面図である。It is principal part sectional drawing which shows another example of embodiment of the attachment structure of a face material. 試験に用いた耐力壁の試験体を示す正面図である。It is a front view which shows the test body of the bearing wall used for the test. (a)〜(c)は、従来の面材の取付構造の一例を示す断面図である。(A)-(c) is sectional drawing which shows an example of the attachment structure of the conventional face material.

図1〜4に、本発明に係る面材3の取付構造の実施の形態の一例を示す。   1-4 show an example of an embodiment of a mounting structure for a face material 3 according to the present invention.

図2に示すように、壁下地1は、軸組構造を形成するためものであり、柱材1aと横架材1bとからなる。柱材1aは、水平方向(横方向)に所定の間隔で複数本配設され、建物の柱となるものである。横架材1bは、高さ方向(縦方向、垂直方向)に所定の間隔で柱材1aを架け渡して複数本配設され、梁などで構成されるものである。柱材1aと横架材1bとで軸組となる枠体が構成される。なお、図示の形態では、横架材1bが複数の柱材1aを跨って架け渡されているが、横架材1bが隣り合う柱1a,1a間に挿入して架け渡されていてもよい。隣り合う柱材1a,1aの間隔(ピッチ)、及び、隣り合う横架材1b,1bの間隔(ピッチ)は、取り付けられる面材3の端部に壁下地1が配設されるように、面材3のピッチと同ピッチか、あるいは、面材3の分数倍(1/n、例えば、1/2、1/3)のピッチになっている。壁下地1の材料としては木材などの角材を用いることができる。   As shown in FIG. 2, the wall foundation 1 is for forming a frame structure, and is composed of a column member 1a and a horizontal member 1b. A plurality of pillar materials 1a are arranged at predetermined intervals in the horizontal direction (lateral direction), and become pillars of the building. A plurality of the horizontal members 1b are arranged in the height direction (longitudinal direction, vertical direction) with a plurality of column members 1a spanning at predetermined intervals, and are composed of beams or the like. The columnar material 1a and the horizontal member 1b constitute a frame that forms a shaft. In the illustrated embodiment, the horizontal member 1b is bridged across the plurality of pillar members 1a. However, the horizontal member 1b may be inserted between the adjacent pillars 1a and 1a. . The interval (pitch) between the adjacent column members 1a, 1a and the interval (pitch) between the adjacent horizontal members 1b, 1b are such that the wall substrate 1 is disposed at the end of the face member 3 to be attached. The pitch is the same as the pitch of the face material 3 or a pitch that is a fraction of the face material 3 (1 / n, for example, 1/2, 1/3). As the material of the wall base 1, a square material such as wood can be used.

面材3は、壁下地1の前方を敷き詰めるようにして壁下地1に複数取り付けて耐力壁を形成するものであり、通常、正面視で略矩形状や略正方形形状のものが用いられる。   A plurality of face members 3 are attached to the wall base 1 so as to spread the front of the wall base 1 to form a load bearing wall, and generally have a substantially rectangular shape or a substantially square shape in front view.

面材3の大きさとしては、特に限定されるものではなく、例えば、一辺が500〜1500mm程度の正方形のものや、長辺が1000〜5000mm程度、例えば約2450mmで、短辺が500〜1500mm程度、例えば約910mmの矩形状のものなどを用いることができる。面材3の大きさを三六板(910×1820mm)〜三十板(910×3030mm)にすることも好ましい。面材3の厚みとしては、特に限定されるものではなく、例えば、10〜200mm程度にすることができる。   The size of the face material 3 is not particularly limited, and for example, a square having a side of about 500 to 1500 mm, a long side of about 1000 to 5000 mm, for example, about 2450 mm, and a short side of 500 to 1500 mm. For example, a rectangular shape having a size of about 910 mm can be used. It is also preferable that the size of the face material 3 is from 36 plates (910 × 1820 mm) to 30 plates (910 × 3030 mm). The thickness of the face material 3 is not particularly limited, and can be, for example, about 10 to 200 mm.

図2の形態では、矩形状の面材3を用い、長辺を縦にし、横方向に面材3を並設した構造、いわゆる縦張り構造の耐力壁を示している。しかしながら、本発明は、これに限られるものではなく、長辺を横にして並設した構造、いわゆる横張り構造の耐力壁であってもよい。   In the form of FIG. 2, a bearing wall having a so-called vertically-stretched structure is shown in which a rectangular face member 3 is used, the long sides are vertically arranged, and the face members 3 are juxtaposed in the lateral direction. However, the present invention is not limited to this, and may be a load-bearing wall having a structure in which long sides are arranged side by side, that is, a so-called laterally-stretched structure.

面材3としては、壁パネルの一つである金属サンドイッチパネルを用いることができる。それにより、断熱性や防火性の高い壁を形成できる。   As the face material 3, a metal sandwich panel which is one of wall panels can be used. Thereby, a wall with high heat insulation and fire resistance can be formed.

金属サンドイッチパネルとは、略平行な二枚の金属外皮5,5の間に芯材4を充填して形成された壁パネルである。金属外皮5,5としては、例えば、厚み0.27〜1.6mm程度の金属板をロール加工や折り曲げ加工するなどして形成することができる。金属板としては、例えば、亜鉛めっき鋼板や塗装鋼板やガルバリウム鋼板(登録商標)などを用いることができる。また、芯材4としては、例えば、厚み20〜120mm程度の断熱材を用いることができる。この断熱材としては、例えば、ロックウールやグラスウールなどの無機質断熱材、ウレタンフォームやスチレンフォームやフェノールフォームやポリイソシアヌレートフォームなどの樹脂断熱材を用いることができる。   The metal sandwich panel is a wall panel formed by filling the core material 4 between two substantially parallel metal skins 5 and 5. The metal shells 5 and 5 can be formed, for example, by rolling or bending a metal plate having a thickness of about 0.27 to 1.6 mm. As the metal plate, for example, a galvanized steel plate, a coated steel plate, a Galvalume steel plate (registered trademark), or the like can be used. Moreover, as the core material 4, for example, a heat insulating material having a thickness of about 20 to 120 mm can be used. As this heat insulating material, for example, an inorganic heat insulating material such as rock wool or glass wool, or a resin heat insulating material such as urethane foam, styrene foam, phenol foam or polyisocyanurate foam can be used.

金属サンドイッチパネルは、芯材4を金属外皮5,5でサンドイッチした構造であるため、固定具2と金属外皮5が接している一定距離を保った2点(前面側と後面側)に、せん断力が均等に分散され、二面せん断に理想的な構造になっている。これに対し、面材3が合板や鉄板だけの場合、固定具2に接している面材3の厚み方向の中心部1点に集中荷重がかかることで、固定具2に局所的な曲損や折損が起こり、面材3全体として観た時、二面せん断の機構からズレが生じやすく、許容耐力が低下する傾向がある。よって、耐震性からも金属サンドイッチパネルを用いるものである。   Since the metal sandwich panel has a structure in which the core material 4 is sandwiched between the metal shells 5 and 5, shearing is performed at two points (front surface side and rear surface side) at a fixed distance where the fixture 2 and the metal shell 5 are in contact with each other. The force is evenly distributed and the structure is ideal for two-sided shear. On the other hand, when the face material 3 is only a plywood or an iron plate, a concentrated load is applied to one central portion in the thickness direction of the face material 3 in contact with the fixture 2, thereby causing local bending damage to the fixture 2. When the face material 3 is viewed as a whole, the face material 3 tends to be displaced from the two-surface shearing mechanism, and the allowable proof stress tends to decrease. Therefore, the metal sandwich panel is also used from the viewpoint of earthquake resistance.

そして、本発明にあっては、面材3の端部に、金属外皮5が折り返された片(折返し片)により折返し部11が形成されている。図2の形態では、面材3の両端部で金属外皮5が折り返され、折返し部11が形成されている。それにより、一種類の面材3を用い、折返し部11を有する端部同士が突き合わせられた構造の耐力壁を形成することができる。図示の形態では、折返し部11は、面材3の短手方向の端部(長辺)に設けられているが、長手方向の端部(短辺)に設けられていてもよい。そして、隣り合う面材3,3は、折返し部11を有する端部同士が突き合わされて壁下地1に取り付けられている。   And in this invention, the folding | returning part 11 is formed in the edge part of the face material 3 by the piece (folding piece) by which the metal shell 5 was folded. In the form of FIG. 2, the metal shell 5 is folded back at both ends of the face material 3 to form a folded portion 11. Thereby, the load-bearing wall of the structure where the edge parts which have the folding | turning part 11 were faced | matched using one type of face material 3 can be formed. In the illustrated form, the folded portion 11 is provided at the end (long side) in the short direction of the face material 3, but may be provided at the end (short side) in the longitudinal direction. The adjacent face members 3 and 3 are attached to the wall base 1 with their end portions having the folded-back portions 11 butted together.

図1に示すように、この実施形態では、面材3の表面端部の金属外皮5と、金属外皮5が面材3の内側にU字状に折り返されて形成された折返し部11とにより、突出部8が形成されている。すなわち、金属外皮5の折り返しにより突出部8が形成されている。折返し部11の折り返しは、図示の形態に限られるものではなく、コ字状に折り返されても、V字状に折り返されていてもよい。U字状又はコ字状に折り返された場合は、隣り合う面材3の突出部8の先端を面状にして突き合わせることができる。また、金属外皮5との間に空隙を形成するように折り返されていても、金属外皮5に密着するように折り返されていてもよい。なお、前後一方の金属外皮5のみに折返し部11を設けてもよいが、強度向上のためには折返し部11が金属外皮5の前後両方に設けられていることが好ましい。   As shown in FIG. 1, in this embodiment, the metal skin 5 at the front end of the face material 3 and the folded portion 11 formed by folding the metal skin 5 inside the face material 3 in a U shape. The protrusion 8 is formed. That is, the protrusion 8 is formed by folding the metal shell 5. The folding of the folding part 11 is not limited to the illustrated form, and may be folded in a U shape or folded in a V shape. When folded back into a U-shape or a U-shape, the ends of the protrusions 8 of the adjacent face members 3 can be brought into contact with each other in a planar shape. Further, it may be folded back so as to form a gap with the metal skin 5 or may be folded back so as to be in close contact with the metal skin 5. In addition, although the folding | returning part 11 may be provided only in one metal skin 5 before and behind, it is preferable that the folding | turning part 11 is provided in both front and back of the metal skin 5 for the strength improvement.

そして、前側(壁下地1から遠い側)の金属外皮5により形成された突出部8と、後側(壁下地1に近い側)の金属外皮5により形成された突出部8とで、面材3の厚み方向と垂直な方向で内側に凹み、面材3の端面を開口とする凹部6が形成されている。すなわち、折返し部11,11間で凹部6が設けられる。なお、前側の突出部8と後側の突出部8は対称形状であってもよく、非対称な形状であってもよい。また、図示の形態では、面材3の表面の金属外皮5が面一になって突出部8が形成されているが、金属外皮5が略L字形に折り曲げられて内側に凹み、その凹んだ位置から突出部8が突出して形成されていてもよい。   Then, a projecting portion 8 formed by the metal skin 5 on the front side (the side far from the wall foundation 1) and a projection portion 8 formed by the metal skin 5 on the rear side (side closer to the wall foundation 1) A recess 6 is formed which is recessed inward in a direction perpendicular to the thickness direction 3 and has an end surface of the face member 3 as an opening. That is, the recess 6 is provided between the folded portions 11 and 11. The front protrusion 8 and the rear protrusion 8 may have a symmetric shape or an asymmetric shape. Further, in the illustrated embodiment, the metal skin 5 on the surface of the face material 3 is flush with the protruding portion 8, but the metal skin 5 is bent into a substantially L shape and recessed inward, and the recess is indented. The protrusion 8 may be formed so as to protrude from the position.

折返し部11の先端からは、L字形に折り曲げられ金属外皮5から遠ざかるように面材3の厚み方向に延伸したパッキン受片12と、パッキン受片12の先端からL字形に折り曲げられ金属外皮5と略平行に戻って延伸する戻り片13とが形成されている。パッキン受片12は、パッキン17を受け止めるものである。   From the front end of the folded portion 11, a packing receiving piece 12 bent in an L shape and extending in the thickness direction of the face material 3 so as to move away from the metal outer skin 5, and a metal outer skin 5 bent from an end of the packing receiving piece 12 into an L shape. And a return piece 13 extending substantially parallel and extending. The packing receiving piece 12 receives the packing 17.

凹部6にはパッキン17が設けられている。パッキン17は、芯材4の側面をカバーするものであり、ゴムなど弾性的に圧縮する材料などで構成することができる。   A packing 17 is provided in the recess 6. The packing 17 covers the side surface of the core material 4 and can be made of an elastically compressible material such as rubber.

そして、本発明にあっては、固定具2が、面材3の表面から折返し部11を貫通して壁下地1に打入されている。すなわち、固定具2が突出部8を貫通している。それにより、固定具2が面材表面の金属外皮5と折返し部11の金属外皮とを貫通するので、耐力壁の強度、特にせん断力に対する強度を向上させることができる。そして、さらに図示の形態では、面材3の前後両面で折返し部11を形成しているために、金属外皮5の少なくとも4枚の金属板に固定具2が貫通されるので、さらに強度を向上することができるものである。なお、折返し部11の折り返し回数を複数回にし、複数の折返し部11を貫通させて固定具2を打入してもよい。   And in this invention, the fixing tool 2 penetrates the folding | returning part 11 from the surface of the face material 3, and is plunged into the wall base 1. That is, the fixture 2 passes through the protruding portion 8. Thereby, since the fixing tool 2 penetrates the metal skin 5 on the surface of the face material and the metal skin of the folded portion 11, the strength of the load bearing wall, particularly the strength against the shearing force can be improved. Further, in the form shown in the figure, since the folded portions 11 are formed on both the front and rear surfaces of the face material 3, the fixture 2 is penetrated by at least four metal plates of the metal shell 5, so that the strength is further improved. Is something that can be done. Alternatively, the folding part 11 may be folded a plurality of times, and the fixture 2 may be driven through the plurality of folded parts 11.

固定具2としては、例えば、釘、ビス、ネジなどを用いることができる。このうち、取り付け強度を高くするためにビスを用いることが好ましい。固定具2は、面材3の外周に亘って端縁に沿って所定のピッチで打ち入れられる。ピッチは一定であることが好ましいが、中央部と隅部で、あるいは長手方向と短手方向で、ピッチが異なっていてもよい。ピッチとしては、具体的には、10〜1000mm程度、例えば、約100mmに設定することができる。   As the fixture 2, for example, a nail, a screw, a screw, or the like can be used. Among these, it is preferable to use a screw in order to increase the attachment strength. The fixture 2 is driven at a predetermined pitch along the edge along the outer periphery of the face material 3. The pitch is preferably constant, but the pitch may be different at the center and corners, or in the longitudinal and transversal directions. Specifically, the pitch can be set to about 10 to 1000 mm, for example, about 100 mm.

面材3を壁下地1に取り付けるにあたっては、まず壁の隅部の位置に面材3を壁下地1の前方に配設し、面材3の表面から固定具2を打ち入れて、面材3を壁下地1に取り付ける。このとき、面材3における折返し部11が形成された端部は壁下地1の前方に配置されている。そして、この面材3の折返し部11が設けられた端部に他の面材3の折返し部11が設けられた端部を突き合わせて他の面材3を配設し、他の面材3の表面から固定具2を壁下地1に向かって打ち入れる。こうして隣り合う面材3を壁下地1に接合し固定することができる。この動作を繰り返すことにより、折返し部11を有する端部同士、すなわち、突出部8同士を突き合わせて面材3を取り付けることができる。そして、面材3が固定具2により接合されて順次に壁下地1に取り付けられると、横方向に面材3が敷き詰められる。   In attaching the face material 3 to the wall base 1, first, the face material 3 is arranged in front of the wall base 1 at the position of the corner of the wall, and the fixture 2 is driven in from the surface of the face material 3. 3 is attached to the wall base 1. At this time, an end portion of the face material 3 where the folded portion 11 is formed is disposed in front of the wall base 1. And the other face material 3 is arrange | positioned by abutting the edge part in which the folding | turning part 11 of the other face material 3 was provided in the edge part in which the turned part 11 of this face material 3 was provided, and the other face material 3 The fixture 2 is driven toward the wall base 1 from the surface. In this way, the adjacent face materials 3 can be bonded and fixed to the wall base 1. By repeating this operation, it is possible to attach the face material 3 by abutting the end portions having the folded portions 11, that is, the protruding portions 8. Then, when the face material 3 is joined by the fixture 2 and is sequentially attached to the wall base 1, the face material 3 is spread in the lateral direction.

次に、横方向に敷き詰められた面材3の上方に、下端部を下方の面材3の上端部に突き合わせて他の面材3を配設することにより、縦方向に面材3を取り付けることができる。そして、この新しく取り付けられた面材3の横方向に面材3を順次に、折返し部11を有する端部同士を突き合わせて取り付けることにより、横方向の二列目に面材3が取り付けられる。これを繰り返すことによって、壁一面に面材3を敷き詰めることができるものである。   Next, the face material 3 is attached in the vertical direction by disposing another face material 3 on the upper side of the face material 3 spread in the lateral direction with the lower end faced against the upper end portion of the lower face material 3. be able to. And the face material 3 is attached to the horizontal direction 2nd row | line | column by abutting and attaching the face material 3 to the horizontal direction of this newly attached face material 3 sequentially. By repeating this, it is possible to spread the face material 3 on the entire wall.

図3及び図4は、敷き詰められた面材3の端部(最端部)の構造の一例を示している。図3では、一方の端部の折返し部11を貫通して固定具2が打入されており、図4では、他方の端部の折返し部11を貫通して固定具2が打入されている。このいずれの端部にあっても、突出部8を貫通して固定具2が打入されており、固定具2が表面外皮と折返し部11を貫通しているので、強度が向上する。なお、この最端部を形成する位置に折返し部11や突出部8が形成されていない別の面材3を用いるようにしても構わない。   3 and 4 show an example of the structure of the end portion (most end portion) of the face material 3 spread. In FIG. 3, the fixture 2 is driven through the folded portion 11 at one end, and in FIG. 4, the fixture 2 is driven through the folded portion 11 at the other end. Yes. Even if it exists in any of these edge parts, since the fixing tool 2 is pierced through the protrusion part 8 and the fixing tool 2 has penetrated the surface outer skin and the folding | returning part 11, intensity | strength improves. In addition, you may make it use the another surface material 3 in which the folding | returning part 11 and the protrusion part 8 are not formed in the position which forms this outermost part.

なお、上記では横方向に、折返し部11が設けられた面材3の端部を突き合わせる例を示したが、折返し部11を有する端部を上下方向に突き合せて面材3を取り付けてもよい。上下方向に、折返し部11を有する面材3の端部を突き合わせる場合、まず、折返し部11が設けられていない面材3の端部を突き合わせて、横方向に面材3を敷き詰めて取り付ける。次に、すでに取り付けられた面材3の上側の端部(折返し部11を有する端部)に、他の面材3の端部(折返し部11を有する端部)を突き合わせて取りつけるようにすることができる。   In addition, although the example which abuts the edge part of the face material 3 in which the folding | turning part 11 was provided in the horizontal direction was shown above, the edge part which has the folding | turning part 11 is faced | matched up and down, and the face material 3 is attached. Also good. When the end portion of the face material 3 having the folded portion 11 is abutted in the vertical direction, first, the end portion of the face material 3 not provided with the folded portion 11 is abutted and the face material 3 is spread and attached in the lateral direction. . Next, the end of the other face material 3 (the end having the folded portion 11) is abutted and attached to the upper end (the end having the folded portion 11) of the already attached face material 3. be able to.

このように形成された耐力壁にあっては、特にせん断力に対する強度が向上し、耐震性の高い壁を形成することができるものである。すなわち、耐力壁の強度は、軸組強度、ビス強度、面材強度などに起因して変化するものであるが、上記のような構造になることにより、せん断力が与えられた際にビス孔が拡大する抵抗が増し、面材3の引き裂き強度を向上させることができる。そのため、面材せん断強度が高くなるものである。そして、板材などの助材を必ずしも用いなくてもよく、部品数を減らすことができ、板材を面材3の前方に配置して打ち入れる場合に比べて、施工の手間を省くことができるものである。また、板材を用いた場合、前方に板材が突出して配置され意匠性が悪くなるが、上記の構造では、板材を用いなくてもよいので、意匠性を向上することができる。ただし、本発明による耐力壁においても板材を用いてもよい。   In the bearing wall formed in this way, the strength against shearing force is improved, and a highly earthquake-resistant wall can be formed. In other words, the strength of the bearing wall varies due to the strength of the frame, the strength of the screws, the strength of the face material, and the like, but with the above structure, when the shear force is applied, This increases the resistance to expand, and the tear strength of the face material 3 can be improved. Therefore, the face material shear strength is increased. And, it is not always necessary to use auxiliary materials such as plate materials, the number of parts can be reduced, and the labor of construction can be saved compared with the case where plate materials are placed and driven in front of the face material 3. It is. Further, when a plate material is used, the plate material protrudes forward and the design property is deteriorated. However, in the above structure, the plate material may not be used, so that the design property can be improved. However, a plate material may also be used in the bearing wall according to the present invention.

上記の実施の形態においては、突出部8、折返し部11及び凹部6が両端部に形成された面材3を用いた耐力壁の構造を示したが、本発明はこれに限られない。例えば、一方の端部のみに折返し部11が形成された面材3を壁下地1に配設し、折返し部11を貫通させて固定具2を壁下地1に打入するようにしてもよい(図3、4参照)。また、一方の端部のみに折返し部11が形成された面材3と、この折返し部11を有する端部と突き合わせられる端部のみに折返し部11が形成された他の面材3とを、折返し部11を有する端部同士(突出部8同士)を突き合わせて壁下地1に配設するようにしてもよい(図1参照)。また、突出部8,8間にまで芯材4が充填されたり、前側の金属外皮5により形成された折返し部11と後側の金属外皮5により形成された折返し部11とが密着したりして、凹部6が形成されていなくてもよい。これらの場合も、突出部8や折返し部11を貫通して固定具2が打入されるので、強度を向上することができるものである。   In said embodiment, although the structure of the load bearing wall using the face material 3 in which the protrusion part 8, the folding | returning part 11, and the recessed part 6 were formed in the both ends was shown, this invention is not limited to this. For example, the face material 3 in which the folded portion 11 is formed only on one end portion may be disposed on the wall base 1, and the fixture 2 may be driven into the wall base 1 through the folded portion 11. (See FIGS. 3 and 4). Moreover, the face material 3 in which the folded portion 11 is formed only on one end portion, and the other face material 3 in which the folded portion 11 is formed only on the end portion that is abutted with the end portion having the folded portion 11, You may make it arrange | position on the wall foundation | substrate 1 face-to-face (projection parts 8) which have the folding | returning part 11 (refer FIG. 1). Further, the core material 4 is filled between the protruding portions 8 and 8, or the folded portion 11 formed by the front metal skin 5 and the folded portion 11 formed by the rear metal skin 5 are in close contact with each other. Thus, the recess 6 may not be formed. Also in these cases, since the fixture 2 is driven through the protruding portion 8 and the turned-up portion 11, the strength can be improved.

図5に、面材3の取付構造の他の実施の形態を示す。この形態では、凹部6に補填材10が挿入されている。その他の構造は、図1のものと同様である。   In FIG. 5, other embodiment of the attachment structure of the face material 3 is shown. In this embodiment, the filling material 10 is inserted into the recess 6. The other structure is the same as that of FIG.

補填材10は、対向する凹部6、6が形成する空間部に配設されている。図示の形態では、補填材10は、隣り合う面材3の凹部6,6を跨って突出部8,8間(折返し部11,11間)に配設されている。この補填材10は、面材3のそれぞれの凹部6,6に個々に配設されるようにしてもよい。また、図3や図4のような形態において、凹部6に補填材10が配設されてもよい。補填材10はパッキン17に当接してもよく、当接していなくてもよい。補填材10としては、芯材4と同種の材料であってもよく、あるいは別の材料であってもよく、例えば、石膏ボード、発泡プラスチック断熱材、角材、木材などを用いることができる。鋼製角材(鋼板をロ字型に加工したもの)や金属板からなる補填材10を用いてもよい。鋼板の厚みとしては例えば0.8mm以上10mm以下程度にすることができる。   The filling material 10 is disposed in a space formed by the opposing recesses 6 and 6. In the illustrated form, the filling material 10 is disposed between the protruding portions 8 and 8 (between the folded portions 11 and 11) across the concave portions 6 and 6 of the adjacent face materials 3. The filling material 10 may be individually disposed in the concave portions 6 and 6 of the face material 3. Further, in the form as shown in FIGS. 3 and 4, the filling material 10 may be disposed in the recess 6. The filling material 10 may or may not contact the packing 17. The filling material 10 may be the same type of material as that of the core material 4 or may be a different material. For example, gypsum board, foamed plastic heat insulating material, square material, wood and the like can be used. A steel square member (steel plate processed into a square shape) or a filling material 10 made of a metal plate may be used. The thickness of the steel plate can be set to, for example, about 0.8 mm to 10 mm.

補填材10を取り付けるにあたっては、面材3の突出部8を有する端部同士を突き合わせる際に、その直前に補填材10を凹部6に挿入するようにして取り付けることができる。   In attaching the filling material 10, when the end portions having the protruding portions 8 of the face material 3 are abutted with each other, the filling material 10 can be attached so as to be inserted into the concave portion 6 immediately before that.

そして、図5の形態にあっては、固定具2が折返し部11に加えて補填材10を貫通して壁下地1に打入されている。したがって、壁の強度をさらに向上させることができるものである。また、補填材10により防耐火性、断熱性を向上することができるものである。   In the form shown in FIG. 5, the fixture 2 penetrates the filling material 10 in addition to the folded portion 11 and is driven into the wall foundation 1. Therefore, the strength of the wall can be further improved. Further, the filler 10 can improve fire resistance and heat insulation.

図6に、面材3の取付構造の他の実施の形態を示す。この形態では、前後の折返し部11,11間にまで芯材4が充填され、面材3には凹部6が形成されていない。そして、折返し部11は芯材4に埋入している。また、パッキン受片12と戻り片13は設けられていない。その他の構造は、図1のものと同様である。   In FIG. 6, other embodiment of the attachment structure of the face material 3 is shown. In this form, the core material 4 is filled between the front and rear folded portions 11 and 11, and the concave portion 6 is not formed in the face material 3. The folded portion 11 is embedded in the core material 4. Further, the packing receiving piece 12 and the return piece 13 are not provided. The other structure is the same as that of FIG.

図6の形態にあっては、固定具2が、折返し部11と、折返し部11,11間を埋める芯材4とを貫通して壁下地1に打入されている。したがって、芯材4が、図5の形態における補填材10としての機能を果たすことができ、壁の強度を向上させることができるものである。そして、補填材10を別途用いることなく、部品点数を少なくして簡単に強度を向上することができるものである。   In the form of FIG. 6, the fixture 2 is driven into the wall base 1 through the folded portion 11 and the core material 4 filling the space between the folded portions 11 and 11. Therefore, the core material 4 can fulfill the function as the filling material 10 in the embodiment shown in FIG. 5 and can improve the strength of the wall. Further, the strength can be easily improved by reducing the number of parts without using a supplementary material 10 separately.

耐力壁用の試験体Aを作成し、木造の耐力壁及びその倍率性能試験・評価(建築基準法施行令第46条第4項表1(八)に関わる評価)を行った。   A test specimen A for a bearing wall was prepared, and a wooden bearing wall and its magnification performance test / evaluation (evaluation related to Building Standard Law Enforcement Ordinance Article 46, Paragraph 4, Table 1 (8)) were conducted.

図7に、試験体Aの仕様を示す。この試験体Aは、二枚の面材3を縦張り構造で並設したものであり、試験体Aの中央Cで隣り合う面材3の折返し部11を有する端部同士が突き合わせられている。   In FIG. 7, the specification of the test body A is shown. In this test body A, two face members 3 are juxtaposed in a vertically stretched structure, and end portions having folded portions 11 of the face members 3 adjacent to each other at the center C of the test body A are abutted. .

面材3としては、縦(面材高さ)H、横(面材幅)W、面材厚み、鋼板厚が、表1、2に示されるような金属サンドイッチパネルを用いた。芯材4としては、いずれもポリイソシアヌレートフォームを用いた。   As the face material 3, a metal sandwich panel having vertical (face material height) H, horizontal (face material width) W, face material thickness, and steel plate thickness as shown in Tables 1 and 2 was used. As the core material 4, polyisocyanurate foam was used for all.

また、各実施例に用いる面材3については、図1に示すような折返し部11により突出部8と凹部6が両端部に設けられたものを用い、突出部8の突出長さ、すなわちパッキン17の露出面から突出部8の先端までの長さを20mmとした。   In addition, as the face material 3 used in each embodiment, a projecting portion 8 and a recessed portion 6 are provided at both ends by a folded portion 11 as shown in FIG. The length from the exposed surface of 17 to the tip of the protrusion 8 was 20 mm.

柱材1aとしては、断面が長辺89mm×短辺38mmの矩形状で、長さが2374mmのSPF(角材)を用い、長辺を前後方向にして、表1、2に示す柱スパンで配置した。この試験体Aでは、面材3の端部とともに、中央部にも柱材1aを配置した。   The column 1a is a rectangular shape having a long side of 89 mm and a short side of 38 mm and a length of 2374 mm. The long side is arranged in the column span shown in Tables 1 and 2 with the long side in the front-rear direction. did. In this test body A, the column material 1a was arranged at the center as well as the end of the face material 3.

横架材1bとしては、断面が長辺89mm×短辺38mmの矩形状のSPF(角材)を用い、長辺を前後方向にして、面材3の上端部に長さが1858mmのものを配置し、下端部に長さが1858mmのものを配置した。   As the horizontal member 1b, a rectangular SPF (square member) having a long side of 89 mm x a short side of 38 mm is used, and the long side is arranged in the front-rear direction, with the length of 1858 mm at the upper end of the face member 3. And the thing of length 1858mm was arrange | positioned at the lower end part.

上端部に配置された横架材1bの上側には木製の上基材21が取り付けらており、また、下端部に配置された横架材1bの下側には木製の下基材22が取り付けられている。試験は、この上基材21と下基材22とが水平方向(横方向)で逆方向にズレる方向に動くことで行われる。   A wooden upper substrate 21 is attached to the upper side of the horizontal member 1b arranged at the upper end, and a wooden lower substrate 22 is arranged below the horizontal member 1b arranged at the lower end. It is attached. The test is performed by moving the upper base material 21 and the lower base material 22 in a direction shifted in the opposite direction in the horizontal direction (lateral direction).

固定具2としては、打ち入れ部分の直径(φ)が5.5mmで、長さが80mmの鋼製のビス(専用ドリルねじ)を用いた。この固定具2を、打入ピッチPを略100mmにして面材3の表面から壁下地1に打ち入れた。   As the fixture 2, a steel screw (exclusive drill screw) having a diameter (φ) of the implantation portion of 5.5 mm and a length of 80 mm was used. The fixture 2 was driven into the wall base 1 from the surface of the face member 3 with a driving pitch P of about 100 mm.

面材3の取付構造としては、各実施例のものは、試験体Aの左端Lが図3、右端Rが図4、中央Cが図1のような構造とした。各比較例のものは、試験体Aの左端Lが図8(b)、右端Rが図8(c)、中央Cが図8(a)のような構造とした。   As for the mounting structure of the face material 3, in each example, the left end L of the test body A is as shown in FIG. 3, the right end R is as shown in FIG. 4, and the center C is as shown in FIG. In each comparative example, the left end L of the test specimen A was configured as shown in FIG. 8B, the right end R as shown in FIG. 8C, and the center C as shown in FIG. 8A.

さらに、実施例7〜9については、凹部6に補填材10を配設し、図5のような構造とした。補填材10としては、次のものを用いた。   Furthermore, about Examples 7-9, the filling material 10 was arrange | positioned in the recessed part 6, and it was set as the structure as FIG. As the filling material 10, the following was used.

石膏ボード:横(幅)40mm、縦(高さ)910mm、厚み(面材1の厚み方向の長さ)25mm、の石膏ボード。   Gypsum board: Gypsum board having a width (width) of 40 mm, a length (height) of 910 mm, and a thickness (length in the thickness direction of the face material 1) of 25 mm.

ウレタンパッキン:横(幅)40mm、縦(高さ)910mm、厚み(面材1の厚み方向の長さ)25mm、の発泡ウレタン樹脂製パッキン。   Urethane packing: A foamed urethane resin packing having a width (width) of 40 mm, a length (height) of 910 mm, and a thickness (length in the thickness direction of the face material 1) of 25 mm.

角材:横(幅)40mm、縦(高さ)910mm、厚み(面材1の厚み方向の長さ)25mm、の鋼製角材(厚み0.8mm程度の鋼板を縦方向に開口させてロ字型に加工したもの)。   Square bar: Steel square bar (width 0.8 mm in thickness) with a horizontal (width) 40 mm, vertical (height) 910 mm, and thickness (length in the thickness direction of the face plate 1) 25 mm. Processed into a mold).

(実験1)
実施例1、比較例1の試験体Aを用い、面材3の取付構造の違いによる強度の比較を行った。実施例1、比較例1の構造の仕様、及びその試験結果を表1に示す。
(Experiment 1)
Using the test body A of Example 1 and Comparative Example 1, the strength was compared by the difference in the mounting structure of the face material 3. Table 1 shows the specifications of the structures of Example 1 and Comparative Example 1 and the test results thereof.

表1に示すように、比較例1に比べて実施例1の構造は、最大荷重、特定変形時の耐力、許容せん断耐力が高く、特に、降伏耐力、壁倍率が高かった。   As shown in Table 1, the structure of Example 1 was higher in maximum load, yield strength at specific deformation, and allowable shear strength than Comparative Example 1, and in particular, yield strength and wall magnification were high.

(実験2)
実施例2〜9の試験体Aを用い、異なる仕様の試験体Aにおける強度を測定した。実施例2〜9の構造の仕様、及びその試験結果を表2に示す。実施例1も再掲する。
(Experiment 2)
Using the test body A of Examples 2 to 9, the strengths of the test bodies A having different specifications were measured. The specifications of the structures of Examples 2 to 9 and the test results are shown in Table 2. Example 1 is also shown again.

表2に示すように、実施例2〜9の仕様においても、壁倍率が高い結果が得られた。   As shown in Table 2, also in the specifications of Examples 2 to 9, results with a high wall magnification were obtained.

Figure 2011220024
Figure 2011220024

Figure 2011220024
Figure 2011220024

1 壁下地
2 固定具
3 面材
4 芯材
5 金属外皮
6 凹部
8 突出部
10 補填材
11 折返し部
12 パッキン受片
13 戻り片
17 パッキン
DESCRIPTION OF SYMBOLS 1 Wall base 2 Fixing tool 3 Face material 4 Core material 5 Metal outer skin 6 Recessed part 8 Protruding part 10 Filling material 11 Folding part 12 Packing receiving piece 13 Returning piece 17 Packing

Claims (3)

二枚の金属外皮の間に芯材が充填された面材の取付構造であって、金属外皮が折り返されて形成された折返し部を端部に有する面材を壁下地に配設し、面材の表面から折返し部を貫通させて固定具を壁下地に打入して成ることを特徴とする面材の取付構造。   An attachment structure of a face material filled with a core material between two metal skins, wherein a face material having a folded portion formed by folding the metal skin at the end is disposed on the wall base, An attachment structure for a face material, wherein a fixture is driven into a wall base through a folded portion from the surface of the material. 上記面材と、金属外皮が折り返されて形成された折返し部を端部に有する他の面材とを、上記面材の折返し部を有する端部と他の面材の折返し部を有する端部とを突き合わせて壁下地に並設し、他の面材の表面から他の面材の折返し部を貫通させて固定具を壁下地に打入して成ることを特徴とする、請求項1に記載の面材の取付構造。   The face material, and another face material having a folded portion formed by folding the metal skin at the end, an end portion having the folded portion of the face material, and an end portion having the folded portion of the other face material. Are arranged side by side on the wall base, and the fixture is driven into the wall base through the surface of the other face material through the folded portion of the other face material. The mounting structure of the described face material. 前記端部に、端面を開口とする凹部が設けられ、凹部に補填材が配設されていることを特徴とする、請求項1又は2に記載の面材の取付構造。   The mounting structure for a face material according to claim 1, wherein a concave portion having an end face as an opening is provided at the end portion, and a filling material is disposed in the concave portion.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107700709A (en) * 2016-08-08 2018-02-16 湖北源盛钢构有限公司 A kind of structure and construction method of environment-friendly type concrete wall

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006214112A (en) * 2005-02-02 2006-08-17 Ig Tech Res Inc External wall material
JP2007092369A (en) * 2005-09-28 2007-04-12 Inax Corp Wooden framework bearing wall structure and its construction method

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006214112A (en) * 2005-02-02 2006-08-17 Ig Tech Res Inc External wall material
JP2007092369A (en) * 2005-09-28 2007-04-12 Inax Corp Wooden framework bearing wall structure and its construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107700709A (en) * 2016-08-08 2018-02-16 湖北源盛钢构有限公司 A kind of structure and construction method of environment-friendly type concrete wall

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