JP2012229587A - Exterior wall member fixing structure - Google Patents

Exterior wall member fixing structure Download PDF

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JP2012229587A
JP2012229587A JP2011099873A JP2011099873A JP2012229587A JP 2012229587 A JP2012229587 A JP 2012229587A JP 2011099873 A JP2011099873 A JP 2011099873A JP 2011099873 A JP2011099873 A JP 2011099873A JP 2012229587 A JP2012229587 A JP 2012229587A
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wall material
pillar
fixing structure
wall
column
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Masahiro Kashida
雅弘 樫田
Kenichi Noda
剣一 野田
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KMEW Co Ltd
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KMEW Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide an exterior wall member fixing structure capable of suppressing the fall-off of exterior wall members in a fire and of increasing its fire resisting performance.SOLUTION: The exterior wall member fixing structure is formed by fixing exterior wall members 1 to a wooden column 3 with machine screws 2. The machine screws 2 are driven into the column 3 up to a depth reaching a non-defective portion 4 of the column 3 which remains when heated for 60 minutes according to an ISO standard heating curve.

Description

本発明は、外壁材の固定構造に関するものである。   The present invention relates to an outer wall material fixing structure.

従来、木造住宅等の建物において外壁パネルは次のようにして固定されている。すなわち、杉材で形成された柱に木製の平板で形成された通気胴縁を釘により固定した後、この通気胴縁に外壁パネルを釘等により固定するようにしていた(例えば、特許文献1参照)。   Conventionally, in a building such as a wooden house, an outer wall panel is fixed as follows. That is, after fixing a ventilation cylinder edge formed of a wooden flat plate to a pillar formed of cedar wood with a nail, an outer wall panel is fixed to the ventilation cylinder edge with a nail or the like (for example, Patent Document 1). reference).

特開2004−270391号公報JP 2004-270391 A

しかし、従来の外壁パネルの固定方法では、火災時において柱の一部が燃焼や炭化により欠損すると、外壁パネルを固定している釘等が抜け落ちるなどして外壁パネルが脱落するおそれがあるという問題があった。   However, in the conventional fixing method of the outer wall panel, if a part of the pillar is lost due to combustion or carbonization in the event of a fire, there is a possibility that the outer wall panel may fall off, such as a nail that fixes the outer wall panel falls off. was there.

本発明は上記の点に鑑みてなされたものであり、火災時において外壁材の脱落を抑制し、耐火性能を高めることができる外壁材の固定構造を提供することを目的とするものである。   The present invention has been made in view of the above points, and an object of the present invention is to provide a fixing structure for an outer wall material that can prevent the outer wall material from falling off during a fire and can improve fire resistance.

本発明に係る外壁材の固定構造は、外壁材をビスを用いて木製の柱に固定して形成された外壁材の固定構造であって、ISO標準加熱曲線に従って60分加熱されても残存する前記柱の非欠損部分に到達する深さまで前記ビスが前記柱に打入されていることを特徴とするものである。   The outer wall material fixing structure according to the present invention is an outer wall material fixing structure formed by fixing an outer wall material to a wooden pillar using a screw, and remains even if heated for 60 minutes in accordance with an ISO standard heating curve. The screw is driven into the pillar to a depth that reaches a non-defect portion of the pillar.

前記外壁材の固定構造において、前記外壁材が複数突き合わされて配置され、前記外壁材の突き合わせ部と前記柱との間に目板材が介在していることが好ましい。   In the fixing structure of the outer wall material, it is preferable that a plurality of the outer wall materials are arranged to face each other, and a plate material is interposed between the butted portion of the outer wall material and the column.

前記外壁材の固定構造において、前記柱に前記ビスを用いて留め金具が固定され、前記留め金具に前記外壁材が取り付けられて固定されていることが好ましい。   In the fixing structure of the outer wall member, it is preferable that a fastener is fixed to the pillar using the screw, and the outer wall member is attached and fixed to the fastener.

本発明によれば、火災時において柱の一部が燃焼や炭化により欠損しても、外壁材を直接的又は間接的に柱に固定しているビスが柱の非欠損部分に打入されていることによって、外壁材の脱落を抑制し、耐火性能を高めることができるものである。   According to the present invention, even if a part of the pillar is lost due to combustion or carbonization in the event of a fire, the screws fixing the outer wall material directly or indirectly to the pillar are driven into the non-defect portion of the pillar. As a result, the falling off of the outer wall material can be suppressed and the fire resistance can be improved.

本発明に係る外壁材の固定構造の一例を示すものであり、(a)は水平断面図、(b)は斜視図、(c)は柱の最下部の斜視図である。It shows an example of the fixing structure of the outer wall material according to the present invention, (a) is a horizontal sectional view, (b) is a perspective view, (c) is a perspective view of the lowermost part of a pillar. 本発明に係る外壁材の固定構造の他の一例を示す水平断面図である。It is a horizontal sectional view which shows another example of the fixing structure of the outer wall material which concerns on this invention. (a)は目板材の一例を示す水平断面図、(b)は(a)の目板材を用いて形成された外壁材の固定構造の一例を示す水平断面図である。(A) is a horizontal sectional view which shows an example of a faceplate material, (b) is a horizontal sectional view which shows an example of the fixing structure of the outer wall material formed using the eyeplate material of (a). (a)は目板材の他の一例を示す水平断面図、(b)は(a)の目板材を用いて形成された外壁材の固定構造の一例を示す水平断面図である。(A) is a horizontal sectional view showing another example of the plate material, (b) is a horizontal sectional view showing an example of the fixing structure of the outer wall material formed using the plate material of (a). (a)は目板材の他の一例を示す水平断面図、(b)は(a)の目板材を用いて形成された外壁材の固定構造の一例を示す水平断面図である。(A) is a horizontal sectional view showing another example of the plate material, (b) is a horizontal sectional view showing an example of the fixing structure of the outer wall material formed using the plate material of (a). (a)は目板材の他の一例を示す水平断面図、(b)は(a)の目板材を用いて形成された外壁材の固定構造の一例を示す水平断面図である。(A) is a horizontal sectional view showing another example of the plate material, (b) is a horizontal sectional view showing an example of the fixing structure of the outer wall material formed using the plate material of (a). 耐火性能試験におけるISO標準加熱曲線を示すグラフである。It is a graph which shows the ISO standard heating curve in a fireproof performance test. 耐火性能試験後の柱の一例を示す水平断面図である。It is a horizontal sectional view showing an example of a pillar after a fireproof performance test. 試験体の一例を示す正面図である。It is a front view which shows an example of a test body. (a)は実施例の各層平均温度を示すグラフ、(b)は実施例の各部最高温度を示すグラフである。(A) is a graph which shows each layer average temperature of an Example, (b) is a graph which shows each part maximum temperature of an Example. (a)は比較例の各層平均温度を示すグラフ、(b)は比較例の各部最高温度を示すグラフである。(A) is a graph which shows each layer average temperature of a comparative example, (b) is a graph which shows each part maximum temperature of a comparative example.

以下、本発明の実施の形態を説明する。   Embodiments of the present invention will be described below.

図1は本発明に係る外壁材の固定構造の一例を示すものであり、これは外壁材1をビス2を用いて木製の柱3に固定して形成されている。外壁材1の固定構造を形成するにあたっては、さらに目板材6及び留め金具7も用いられている。なお、本発明においてビス2を用いた外壁材1の柱3への固定には、図1のように留め金具7を用いて外壁材1を間接的に柱3に固定する場合と、図2のように外壁材1の屋外面からビス2を打入して外壁材1を直接的に柱3に固定する場合の両方が含まれる。   FIG. 1 shows an example of a fixing structure of an outer wall material according to the present invention, which is formed by fixing an outer wall material 1 to a wooden column 3 using screws 2. In forming the fixing structure of the outer wall material 1, the eye plate material 6 and the fastener 7 are also used. In the present invention, the outer wall material 1 is fixed to the column 3 using the screws 2 in the case where the outer wall material 1 is indirectly fixed to the column 3 using the fastener 7 as shown in FIG. Thus, both of the case where the screw 2 is driven in from the outdoor surface of the outer wall material 1 and the outer wall material 1 is directly fixed to the column 3 are included.

まず外壁材1、柱3、目板材6及び留め金具7について説明する。   First, the outer wall material 1, the column 3, the eye plate material 6, and the fastener 7 will be described.

外壁材1としては、セメントを主成分とする窯業系材料を略平板状の矩形状に形成したものを用いることができる。外壁材1の上端面の屋内側には実部8が突設されている。外壁材1の下端面の屋外側には覆い部(図示省略)が突設され、屋内側には溝部(図示省略)が凹設されている。   As the outer wall material 1, a ceramic material made mainly of cement formed in a substantially flat rectangular shape can be used. A real part 8 projects from the indoor side of the upper end surface of the outer wall material 1. A cover (not shown) is provided on the outdoor side of the lower end surface of the outer wall material 1 and a groove (not shown) is provided on the indoor side.

柱3としては、76〜165mm×84〜165mmの断面矩形状の杉材等を用いることができる。   As the pillar 3, cedar wood having a rectangular cross section of 76 to 165 mm × 84 to 165 mm can be used.

目板材6としては、図3(a)及び図6(a)のように長尺平板部9に断面略V字状のリブ10を複数長手方向に設けて形成された平板型ジョイナーや、図4(a)及び図5(a)のように長尺平板部9に断面略U字状の突条部11を1つ又は複数長手方向に設けて形成されたハット型ジョイナー等を用いることができる。これらの目板材6は、鋼板やアルミ板等を折曲加工して形成することができる。なお、目板材6の幅は、30〜100mm程度である。   As the plate material 6, as shown in FIG. 3 (a) and FIG. 6 (a), a flat plate-type joiner formed by providing a plurality of ribs 10 having a substantially V-shaped cross section in the long flat plate portion 9 in the longitudinal direction, As shown in FIG. 4A and FIG. 5A, it is possible to use a hat-type joiner or the like formed by providing one or more protrusions 11 having a substantially U-shaped cross section in the long flat plate portion 9 in the longitudinal direction. it can. These plate members 6 can be formed by bending a steel plate, an aluminum plate or the like. The width of the eye plate material 6 is about 30 to 100 mm.

留め金具7としては、固定片12、上向き係止片13及び下向き係止片14を設けて形成されたものを用いることができる。なお、柱3の最下部に固定される留め金具7(スタータ金具15)は、図1(c)のように固定片12及び上向き係止片13を設けて形成され、下向き係止片14を有しない。   As the fastener 7, one formed by providing the fixed piece 12, the upward locking piece 13, and the downward locking piece 14 can be used. The fastener 7 (starter bracket 15) fixed to the lowermost part of the pillar 3 is formed by providing the fixed piece 12 and the upward locking piece 13 as shown in FIG. I don't have it.

次に、上記の外壁材1、柱3、目板材6及び留め金具7を用いて、図1のような外壁材の固定構造を形成する方法について説明する。   Next, a method for forming the fixing structure of the outer wall material as shown in FIG. 1 using the outer wall material 1, the pillar 3, the eye plate material 6 and the fastener 7 will be described.

まず、所定間隔で立設された柱3の屋外側に防水紙16を張設し、この防水紙16を介して柱3の屋外面に木製長尺状の縦胴縁17を設置する。図示省略しているが、防水紙16より屋内側において隣り合う柱3間には断熱材としてロックウール(RW)を設置する。   First, the waterproof paper 16 is stretched on the outdoor side of the pillar 3 erected at a predetermined interval, and the wooden long vertical trunk edge 17 is installed on the outdoor surface of the pillar 3 through the waterproof paper 16. Although not shown, rock wool (RW) is installed as a heat insulating material between the pillars 3 adjacent to each other on the indoor side from the waterproof paper 16.

次に、縦胴縁17の屋外面に目板材6を留め付ける。この留付は、上下方向に300〜1000mmピッチの釘留めにより行うことができるが、釘留めによらずに後述のように目板材6に留め金具7(スタータ金具15も含む)を重ねて押圧することにより行うこともできる。以下では目板材6として、図5(a)のように長尺平板部9の略中央部に断面略U字状の突条部11を1つ長手方向に設けて形成されたハット型ジョイナーを用いる例について説明するが、本発明はこれに限定されるものではない。   Next, the eye plate material 6 is fastened to the outdoor surface of the vertical trunk edge 17. This fastening can be performed by nail fastening with a pitch of 300 to 1000 mm in the vertical direction, but the fastener 7 (including the starter fitting 15) is stacked and pressed on the eye plate material 6 as will be described later without using the nail fastening. It can also be done. In the following, a hat-type joiner formed by providing one protrusion 11 having a substantially U-shaped cross section in the longitudinal direction at the substantially central portion of the long flat plate portion 9 as the eye plate material 6 as shown in FIG. Although the example used is demonstrated, this invention is not limited to this.

次に、図1(c)のように柱3の最下部において目板材6の両側にスタータ金具15を重ね、これらのスタータ金具15をビス2を用いて柱3に固定する。このとき目板材6とスタータ金具15との重なり部分の寸法(かかり寸法)は、10〜30mm程度である。また、ビス2はこれ以降もスタータ金具15以外の留め金具7を柱3に固定する際に用い、本発明ではビス2と柱3との関係が重要であるが、この関係については後述する。なお、ビス2は目板材6を貫通してもしなくてもよい。   Next, as shown in FIG. 1C, starter fittings 15 are stacked on both sides of the eye plate material 6 at the lowermost part of the pillar 3, and these starter fittings 15 are fixed to the pillar 3 using screws 2. At this time, the dimension (starting dimension) of the overlapping portion between the eye plate material 6 and the starter fitting 15 is about 10 to 30 mm. Further, the screw 2 is used to fix the fastener 7 other than the starter fitting 15 to the column 3 and the relationship between the screw 2 and the column 3 is important in the present invention. This relationship will be described later. Note that the screw 2 may or may not penetrate the eye plate material 6.

その後、複数の外壁材1を突き合わせて配置する。このとき形成される突き合わせ部5は、隣り合う外壁材1の対向する側端面同士が当接するように形成されていてもよいが、図1では隣り合う外壁材1の対向する側端面で目板材6の突条部11を挟み込むように形成されている。いずれの場合も外壁材1の突き合わせ部5と柱3との間には目板材6が介在しているので、火炎が屋外から外壁材1の突き合わせ部5を通って侵入しても、目板材6の遮炎性によって柱3の燃焼や炭化を抑制したり遅延させたりすることができるものである。そして、外壁材1の下端面の溝部にスタータ金具15の上向き係止片13を嵌合させてスタータ金具15に外壁材1を取り付けて仮固定する。   Then, the some outer wall material 1 is faced | matched and arrange | positioned. The abutting portion 5 formed at this time may be formed so that the opposing side end surfaces of the adjacent outer wall materials 1 are in contact with each other, but in FIG. 6 ridges 11 are sandwiched. In any case, since the eye plate material 6 is interposed between the abutting portion 5 of the outer wall material 1 and the column 3, even if a flame enters from the outside through the abutting portion 5 of the outer wall material 1, the eye plate material The flame barrier property of 6 can suppress or delay the burning and carbonization of the column 3. Then, the upward locking piece 13 of the starter fitting 15 is fitted into the groove on the lower end surface of the outer wall member 1, and the outer wall member 1 is attached and temporarily fixed to the starter fitting 15.

次に、上記のように仮固定されたそれぞれの外壁材1の上端面の実部8に留め金具7の下向き係止片14を嵌合させると共に、これらの留め金具7を目板材6の両側に重ねる。このとき目板材6と留め金具7との重なり部分の寸法(かかり寸法)は、10〜30mm程度である。そして、これらの留め金具7をビス2を用いて柱3に固定することによって、留め金具7に外壁材1を取り付けて固定する。このような外壁材1の固定を下から上に必要に応じて繰り返すことによって、外壁材1の固定構造を形成することができる。   Next, the downward locking pieces 14 of the fasteners 7 are fitted to the real part 8 of the upper end surface of each outer wall member 1 temporarily fixed as described above, and these fasteners 7 are attached to both sides of the eye plate material 6. Overlay on. At this time, the dimension of the overlapping portion between the eye plate material 6 and the fastener 7 is about 10 to 30 mm. Then, by fixing these fasteners 7 to the pillars 3 using screws 2, the outer wall material 1 is attached and fixed to the fasteners 7. By repeating such fixing of the outer wall material 1 from the bottom to the top as necessary, a fixing structure of the outer wall material 1 can be formed.

目板材6として図3(a)、図4(a)、図5(a)及び図6(a)を用いて形成された外壁材1の固定構造をそれぞれ図3(b)、図4(b)、図5(b)及び図6(b)に示すが、柱3等の図示は省略している。   3 (a), 4 (a), 5 (a), and 6 (a) are used as the face plate material 6, and the fixing structure of the outer wall material 1 is shown in FIGS. b), FIG. 5B and FIG. 6B, the illustration of the pillar 3 and the like is omitted.

ここで、ビス2と柱3との関係について説明する。本発明では、実際に外壁材1の固定構造を木造住宅等の建物において形成する前に、同一の素材で図9のような試験体18を製造し、この試験体18を加熱炉を用いてISO標準加熱曲線に従って60分加熱して耐火性能試験を行う。ISO標準加熱曲線は、図7に示すように、T=345log10(8t+1)+20(T:平均炉内温度(℃)、t:試験の経過時間(分))という式で表される。そしてこの耐火性能試験を行うと、図8のように試験体18の柱3のうち特に屋外面の角部が燃焼や炭化により欠損し、その他の部分が残存することが確認される。図8の上部が屋外側、下部が屋内側である。このように、この耐火性能試験により柱の欠損部分19と非欠損部分4とをあらかじめ把握することができるので、実際の外壁材1の固定構造では、ISO標準加熱曲線に従って60分加熱されても残存する柱3の非欠損部分4に到達する深さまでビス2を柱3に打入するようにしている。本発明ではビス2と柱3とがこのような関係を有しているため、火災時において柱3の一部が燃焼や炭化により欠損しても、外壁材1を直接的又は間接的に柱3に固定しているビス2が柱3の非欠損部分4に打入されていることによって、外壁材1の脱落を抑制し、耐火性能を高めることができるものである。 Here, the relationship between the screw 2 and the pillar 3 will be described. In the present invention, before actually forming the fixing structure of the outer wall material 1 in a building such as a wooden house, a test body 18 as shown in FIG. 9 is manufactured using the same material, and this test body 18 is used using a heating furnace. The fire resistance test is performed by heating for 60 minutes according to the ISO standard heating curve. As shown in FIG. 7, the ISO standard heating curve is expressed by an equation: T = 345log 10 (8t + 1) +20 (T: average furnace temperature (° C.), t: elapsed time of test (minutes)). When this fire resistance performance test is performed, it is confirmed that corner portions of the outdoor surface of the column 3 of the test body 18 are lost due to combustion or carbonization and other portions remain as shown in FIG. The upper part of FIG. 8 is the outdoor side, and the lower part is the indoor side. As described above, since the defective portion 19 and the non-defective portion 4 of the column can be grasped in advance by this fire resistance performance test, the actual fixing structure of the outer wall material 1 can be heated for 60 minutes according to the ISO standard heating curve. The screw 2 is driven into the pillar 3 to a depth that reaches the non-defect portion 4 of the remaining pillar 3. In the present invention, since the screw 2 and the pillar 3 have such a relationship, even if a part of the pillar 3 is lost due to combustion or carbonization during a fire, the outer wall material 1 is directly or indirectly pillared. The screw 2 fixed to 3 is driven into the non-deficient portion 4 of the pillar 3, so that the outer wall material 1 can be prevented from falling off and the fire resistance can be improved.

図8のように柱3の屋外面において中央部は欠損しにくいので短いビス2を用いることができ、両端部は欠損しやすいので長いビス2を用いる必要がある。例えば、105mm×105mmの断面矩形状の杉材を柱3として用いる場合、中央部からの距離D1と欠損寸法D2との関係は以下の通りである。   As shown in FIG. 8, the central portion of the pillar 3 is less likely to be lost on the outdoor surface, so that a short screw 2 can be used. For example, when a cedar material having a rectangular cross section of 105 mm × 105 mm is used as the pillar 3, the relationship between the distance D1 from the center and the defect dimension D2 is as follows.

Figure 2012229587
Figure 2012229587

表1からD1=10mm、20mm、30mmの箇所にビス2を打入する場合にはそれぞれ8.5mm超、11.0mm超、17.5mm超の長さのビス2を用いるようにすれば、火災時において柱3の一部が欠損してもビス2が抜け落ちないものと考えられる。なお、D1=0mmの箇所には、通常、突き合わせ部5が形成されるので、この位置にはビス2は打入されない。   From Table 1, when screw 2 is driven into a location where D1 = 10 mm, 20 mm, and 30 mm, screw 2 having a length of more than 8.5 mm, more than 11.0 mm, and more than 17.5 mm is used. It is considered that the screw 2 does not fall out even if a part of the pillar 3 is lost during a fire. In addition, since the butt | matching part 5 is normally formed in the location of D1 = 0mm, the bis | screw 2 is not drive | injected into this position.

本発明では外壁材1を直接的又は間接的に柱3に固定することができるが、図2のように外壁材1を直接的に柱3に固定する場合に比べて、図1のように留め金具7を用いて外壁材1を間接的に柱3に固定する場合の方が、ビス2を打入すべき箇所を容易に確認することができるものである。すなわち、ビス2を打入すべき箇所は、柱3の屋外面において欠損しにくい特定の箇所であるが、留め金具7に比べて面積の大きい外壁材1では上記の箇所が上下方向において大幅に隠れてしまうので、上記の箇所を狙ってビス2を打入することが困難になる。   In the present invention, the outer wall material 1 can be directly or indirectly fixed to the column 3, but as shown in FIG. 1 as compared to the case where the outer wall material 1 is directly fixed to the column 3 as shown in FIG. 2. In the case where the outer wall material 1 is indirectly fixed to the column 3 using the fastener 7, it is possible to easily confirm the place where the screw 2 is to be driven. That is, the place where the screw 2 is to be driven is a specific place that is difficult to be lost on the outdoor surface of the pillar 3, but in the outer wall material 1 having a larger area than the fastener 7, the above place is greatly increased in the vertical direction. Since it is hidden, it becomes difficult to drive in the screw 2 aiming at the above-mentioned part.

以下、本発明を実施例によって具体的に説明する。   Hereinafter, the present invention will be specifically described by way of examples.

(実施例)
外壁材1として、セメントを主成分とする窯業系材料を略平板状の矩形状に形成したものを用いた。外壁材1の上端面の屋内側には実部8が突設されている。外壁材1の下端面の屋外側には覆い部が突設され、屋内側には溝部が凹設されている。
(Example)
As the outer wall material 1, a ceramic material made mainly of cement formed in a substantially flat rectangular shape was used. A real part 8 projects from the indoor side of the upper end surface of the outer wall material 1. A cover portion protrudes from the outdoor side of the lower end surface of the outer wall material 1, and a groove portion is recessed from the indoor side.

柱3として、105mm×105mmの断面矩形状の杉材を用いた。   As the pillar 3, cedar wood having a rectangular cross section of 105 mm × 105 mm was used.

目板材6として、図6(a)のように長尺平板部9に断面略V字状のリブ10を2つ長手方向に設けて形成された平板型ジョイナーを用いた。この目板材6は、鋼板を折曲加工して形成されている。目板材6の幅は66mmである。   A flat plate type joiner formed by providing two ribs 10 having a substantially V-shaped cross section in the long flat plate portion 9 in the longitudinal direction as shown in FIG. The eye plate material 6 is formed by bending a steel plate. The width of the eye plate material 6 is 66 mm.

留め金具7としては、固定片12、上向き係止13片及び下向き係止片14を設けて形成されたものを用いた。   As the fastener 7, one formed by providing a fixing piece 12, an upward locking piece 13 and a downward locking piece 14 was used.

そして、上記の外壁材1、柱3、目板材6及び留め金具7を用い、次のようにして外壁材の固定構造が形成された試験体18を製造した。   And the test body 18 in which the fixing structure of the outer wall material was formed as described below was manufactured using the outer wall material 1, the pillar 3, the plate member 6 and the fastener 7.

まず、柱3の屋外面に防水紙16を介して木製長尺状の縦胴縁17を設置した。防水紙16より屋内側には断熱材としてロックウール(RW)を設置した。縦胴縁17の屋外面に目板材6を留め付けた。この留付は、上下方向に600mmピッチの釘留めにより行った。   First, a wooden long vertical trunk edge 17 was installed on the outdoor surface of the pillar 3 through a waterproof paper 16. Rock wool (RW) was installed indoors from the waterproof paper 16 as a heat insulating material. The eye plate material 6 was fastened to the outdoor surface of the vertical trunk edge 17. This fastening was performed by nailing with a pitch of 600 mm in the vertical direction.

次に、目板材6の両側に留め金具7を重ね、これらの留め金具7をビス2を用いて柱3に固定した。かかり寸法は20mmである。   Next, fasteners 7 were stacked on both sides of the eye plate material 6, and these fasteners 7 were fixed to the pillars 3 using screws 2. The barbed dimension is 20 mm.

その後、2枚の外壁材1を突き合わせて配置した。突き合わせ部5は、隣り合う外壁材1の対向する側端面同士が略当接するように形成されている。そして、外壁材1の下端面の溝部に留め金具7の上向き係止片13を嵌合させて留め金具7に外壁材1を取り付けて仮固定した。   Thereafter, the two outer wall materials 1 were arranged to face each other. The abutting portion 5 is formed so that the side end surfaces facing each other of the adjacent outer wall materials 1 substantially contact each other. Then, the upward locking piece 13 of the fastener 7 was fitted into the groove on the lower end surface of the outer wall member 1, and the outer wall member 1 was attached and temporarily fixed to the fastener 7.

次に、上記のように仮固定されたそれぞれの外壁材1の上端面の実部8に別の留め金具7の下向き係止片14を嵌合させると共に、これらの留め金具7を目板材6の両側に重ねた。そして、これらの留め金具7をビス2を用いて柱3に固定することによって、留め金具7に外壁材1を取り付けて固定した。留め金具7の固定に用いたビス2の長さは38mmであり、柱3の屋外面における中央部から打入箇所までの距離D1=28mmである。上記のようにして図9のような試験体18を製造した。この試験体18における外壁材の固定構造を図6(b)に示すが、柱3等の図示は省略している。   Next, the downward locking pieces 14 of the other fasteners 7 are fitted to the real portions 8 of the upper end surfaces of the respective outer wall materials 1 temporarily fixed as described above, and these fasteners 7 are attached to the eye plate material 6. Overlaid on both sides. Then, by fixing these fasteners 7 to the pillars 3 using screws 2, the outer wall material 1 was attached and fixed to the fasteners 7. The length of the screw 2 used for fixing the fastener 7 is 38 mm, and the distance D1 = 28 mm from the center portion on the outdoor surface of the column 3 to the place of insertion. The test body 18 as shown in FIG. 9 was manufactured as described above. Although the fixing structure of the outer wall material in the test body 18 is shown in FIG. 6B, the pillar 3 and the like are not shown.

その後、上記の試験体18を小型加熱炉を用いてISO標準加熱曲線に従って60分加熱して耐火性能試験を行った。試験中における外壁材1の屋内面、RWの屋外面及び屋内面等の各層平均温度を図10(a)に示し、試験中における柱3及び縦胴縁17の各部最高温度を図10(b)に示す。試験の結果、いずれのビス2も抜け落ちず、外壁材1が脱落しないことが確認された。   Thereafter, the test specimen 18 was heated for 60 minutes according to the ISO standard heating curve using a small heating furnace, and a fire resistance performance test was performed. The average temperature of each layer of the indoor surface of the outer wall material 1 during the test, the outdoor surface and the indoor surface of the RW is shown in FIG. 10A, and the maximum temperature of each part of the column 3 and the vertical trunk edge 17 during the test is shown in FIG. ). As a result of the test, it was confirmed that none of the screws 2 dropped out and the outer wall material 1 did not fall off.

(比較例)
外壁材1、柱3及び留め金具7として、実施例と同様のものを用いた。
(Comparative example)
As the outer wall material 1, the pillar 3, and the fastener 7, the same materials as in the example were used.

目板材6として、図3(a)のように長尺平板部9に断面略V字状のリブ10を4つ長手方向に設けて形成された平板型ジョイナーを用いた。この目板材6は、鋼板を折曲加工して形成されている。目板材6の幅は76mmである。   As the eye plate material 6, a flat plate type joiner formed by providing four long ribs 10 having a substantially V-shaped cross section in the long flat plate portion 9 in the longitudinal direction as shown in FIG. The eye plate material 6 is formed by bending a steel plate. The width of the eye plate material 6 is 76 mm.

そして、上記の外壁材1、柱3、目板材6及び留め金具7を用い、次のようにして外壁材の固定構造が形成された試験体18を製造した。   And the test body 18 in which the fixing structure of the outer wall material was formed as described below was manufactured using the outer wall material 1, the pillar 3, the plate member 6 and the fastener 7.

まず、柱3の屋外面に防水紙16を介して木製長尺状の縦胴縁17を設置した。防水紙16より屋内側には断熱材としてロックウール(RW)を設置した。縦胴縁17の屋外面に目板材6を留め付けた。この留付は、上下方向に600mmピッチの釘留めにより行った。   First, a wooden long vertical trunk edge 17 was installed on the outdoor surface of the pillar 3 through a waterproof paper 16. Rock wool (RW) was installed indoors from the waterproof paper 16 as a heat insulating material. The eye plate material 6 was fastened to the outdoor surface of the vertical trunk edge 17. This fastening was performed by nailing with a pitch of 600 mm in the vertical direction.

次に、目板材6の両側に留め金具7を重ね、これらの留め金具7をビス2を用いて柱3に固定した。かかり寸法は10mmである。   Next, fasteners 7 were stacked on both sides of the eye plate material 6, and these fasteners 7 were fixed to the pillars 3 using screws 2. The barbed dimension is 10 mm.

その後、2枚の外壁材1を突き合わせて配置した。突き合わせ部5は、隣り合う外壁材1の対向する側端面同士が略当接するように形成されている。そして、外壁材1の下端面の溝部に留め金具7の上向き係止片13を嵌合させて留め金具7に外壁材1を取り付けて仮固定した。   Thereafter, the two outer wall materials 1 were arranged to face each other. The abutting portion 5 is formed so that the side end surfaces facing each other of the adjacent outer wall materials 1 substantially contact each other. Then, the upward locking piece 13 of the fastener 7 was fitted into the groove on the lower end surface of the outer wall member 1, and the outer wall member 1 was attached and temporarily fixed to the fastener 7.

次に、上記のように仮固定されたそれぞれの外壁材1の上端面の実部8に別の留め金具7の下向き係止片14を嵌合させると共に、これらの留め金具7を目板材6の両側に重ねた。そして、これらの留め金具7をビス2を用いて柱3に固定することによって、留め金具7に外壁材1を取り付けて固定した。留め金具7の固定に用いたビス2の長さは25mmであり、柱3の屋外面における中央部から打入箇所までの距離D1=43mmである。上記のようにして図9のような試験体18を製造した。この試験体18における外壁材の固定構造を図3(b)に示すが、柱3等の図示は省略している。   Next, the downward locking pieces 14 of the other fasteners 7 are fitted to the real portions 8 of the upper end surfaces of the respective outer wall materials 1 temporarily fixed as described above, and these fasteners 7 are attached to the eye plate material 6. Overlaid on both sides. Then, by fixing these fasteners 7 to the pillars 3 using screws 2, the outer wall material 1 was attached and fixed to the fasteners 7. The length of the screw 2 used for fixing the fastener 7 is 25 mm, and the distance D1 = 43 mm from the center portion of the pillar 3 on the outdoor surface to the placement location. The test body 18 as shown in FIG. 9 was manufactured as described above. FIG. 3B shows a fixing structure of the outer wall material in the test body 18, but the illustration of the pillar 3 and the like is omitted.

その後、上記の試験体18を小型加熱炉を用いてISO標準加熱曲線に従って60分加熱して耐火性能試験を行った。試験中における外壁材1の屋内面、RWの屋外面及び屋内面等の各層平均温度を図11(a)に示し、試験中における柱3及び縦胴縁17の各部最高温度を図11(b)に示す。試験の結果、いずれのビス2も抜け落ちたり又は抜け落ちそうなものであり、外壁材1が脱落しそうであることが確認された。   Thereafter, the test specimen 18 was heated for 60 minutes according to the ISO standard heating curve using a small heating furnace, and a fire resistance performance test was performed. The average temperature of each layer of the indoor surface of the outer wall material 1 during the test, the outdoor surface and the indoor surface of the RW is shown in FIG. 11A, and the maximum temperature of each part of the column 3 and the vertical trunk edge 17 during the test is shown in FIG. ). As a result of the test, it was confirmed that any of the screws 2 was likely to fall out or fall out, and the outer wall material 1 was likely to fall off.

Figure 2012229587
Figure 2012229587

1 外壁材
2 ビス
3 柱
4 非欠損部分
5 突き合わせ部
6 目板材
7 留め金具
DESCRIPTION OF SYMBOLS 1 Outer wall material 2 Screw 3 Pillar 4 Non-defect part 5 Butt | matching part 6 Eyeplate material 7 Fastener

Claims (3)

外壁材をビスを用いて木製の柱に固定して形成された外壁材の固定構造であって、ISO標準加熱曲線に従って60分加熱されても残存する前記柱の非欠損部分に到達する深さまで前記ビスが前記柱に打入されていることを特徴とする外壁材の固定構造。   A structure for fixing an outer wall material formed by fixing an outer wall material to a wooden column using a screw, up to a depth reaching a non-defect portion of the column that remains even if heated for 60 minutes according to an ISO standard heating curve A fixing structure of an outer wall material, wherein the screw is driven into the pillar. 前記外壁材が複数突き合わされて配置され、前記外壁材の突き合わせ部と前記柱との間に目板材が介在していることを特徴とする請求項1に記載の外壁材の固定構造。   The outer wall material fixing structure according to claim 1, wherein a plurality of the outer wall materials are arranged to face each other, and an eye plate material is interposed between the butted portion of the outer wall material and the pillar. 前記柱に前記ビスを用いて留め金具が固定され、前記留め金具に前記外壁材が取り付けられて固定されていることを特徴とする請求項1又は2に記載の外壁材の固定構造。   The fixing structure of the outer wall material according to claim 1 or 2, wherein a fastener is fixed to the pillar using the screw, and the outer wall material is attached to the fastener and fixed.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017057695A (en) * 2015-09-18 2017-03-23 大和ハウス工業株式会社 Exterior wall structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017057695A (en) * 2015-09-18 2017-03-23 大和ハウス工業株式会社 Exterior wall structure

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