JP2021123850A - Clinker-built construction structure - Google Patents

Clinker-built construction structure Download PDF

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JP2021123850A
JP2021123850A JP2020015276A JP2020015276A JP2021123850A JP 2021123850 A JP2021123850 A JP 2021123850A JP 2020015276 A JP2020015276 A JP 2020015276A JP 2020015276 A JP2020015276 A JP 2020015276A JP 2021123850 A JP2021123850 A JP 2021123850A
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building board
support
clinker
construction structure
building
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俊文 西田
Toshibumi Nishida
俊文 西田
浩史 大榊
Hiroshi Osakaki
浩史 大榊
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KMEW Co Ltd
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KMEW Co Ltd
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Abstract

To provide a clinker-built construction structure capable of preventing a building plate from fluttering due to wind.SOLUTION: In a clinker-built construction structure 1 constructed by zigzag clinker-built, a support 5 fixed together with a fixture 4 for fixing a lower stage building board 2a to a substrate 3 is hooked to the lower edge of an upper stage building plate 2b. The support 5 supports both right and left end parts at the lower edge of the upper stage building plate 2b and has a support part along the lower surface of the upper stage building plate 2b and a hook part projecting from the support part along the surface of the upper stage building plate 2a. The thickness of the upper stage building board 2a is 0.5 cm or more and 1 cm or less, the thickness of the hook part is 0.05 cm or more and 0.3 cm or less, and the length of the hook part in the projecting direction is 0.2 cm or more and 5 cm or less.SELECTED DRAWING: Figure 1

Description

本発明は、鎧張り施工構造に関する。 The present invention relates to a clinker construction structure.

特許文献1には、壁材を鎧張り状に施工した構造が記載されている。この構造では、壁材の上下方向の中央部に釘やビス等の固着具が打ち込まれて、壁材が壁下地に固定されている。 Patent Document 1 describes a structure in which a wall material is constructed in a clinker shape. In this structure, a fixing tool such as a nail or a screw is driven into the central portion of the wall material in the vertical direction, and the wall material is fixed to the wall base.

特開2015−042805号公報Japanese Unexamined Patent Publication No. 2015-042805

ところで、特許文献1に記載の構造は、高所等で用いた場合に、風が強いと、風にあおられて壁材がばたつくおそれがある。 By the way, when the structure described in Patent Document 1 is used in a high place or the like, if the wind is strong, the wall material may be fluttered by the wind.

上記事情に鑑みて、本発明は、風にあおられて建築板がばたつくことを抑えることができる鎧張り施工構造を提案することを、目的とする。 In view of the above circumstances, it is an object of the present invention to propose a clinker construction structure capable of suppressing the fluttering of the building board due to the wind.

本発明の一態様に係る鎧張り施工構造は、千鳥の鎧張りで施工される鎧張り施工構造であって、下段の建築板を下地に固定する固定具で共に固定された支持具が、上段の建築板の下端に引っ掛かっている。 The clinker construction structure according to one aspect of the present invention is a clinker construction structure constructed with staggered clinker, and the support tool fixed together with the fixture that fixes the lower building board to the base is the upper tier. It is caught on the lower end of the building board.

本発明の鎧張り施工構造によれば、風にあおられて建築板がばたつくことを抑えることができる。 According to the clinker construction structure of the present invention, it is possible to prevent the building board from fluttering due to the wind.

図1は、本発明の一実施形態に係る鎧張り施工構造を示す斜視図である。FIG. 1 is a perspective view showing a clinker construction structure according to an embodiment of the present invention. 図2は、同上の鎧張り施工構造が備える支持具を示す斜視図である。FIG. 2 is a perspective view showing a support provided by the clinker construction structure of the above. 図3Aは、同上の支持具を示す正面図であり、図3Bは、同上の支持具を示す側面図であり、図3Cは、同上の支持具を示す下面図であり、図3Dは、図3AのA−A線における断面図である。3A is a front view showing the same support, FIG. 3B is a side view showing the same support, FIG. 3C is a bottom view showing the same support, and FIG. 3D is a view. It is sectional drawing in the AA line of 3A. 図4A,Bは、同上の鎧張り施工構造の施工の工程を順に示す斜視図である。4A and 4B are perspective views showing the steps of construction of the clinker construction structure as above in order. 図5AからCは、同上の鎧張り施工構造の施工の工程を順に示す側断面図である。5A to 5C are side sectional views showing the steps of construction of the clinker construction structure as above in order.

1.概要
本実施形態の鎧張り施工構造1は、図1に示すように、千鳥の鎧張りで施工される鎧張り施工構造1であって、下段の建築板2aを下地3に固定する固定具4で共に固定された支持具5が、上段の建築板2bの下端に引っ掛かっている。
1. 1. Outline As shown in FIG. 1, the clinker construction structure 1 of the present embodiment is an clinker construction structure 1 constructed with staggered clinker, and is a fixture 4 for fixing the lower building board 2a to the base 3. The support 5 fixed together with the above is hooked on the lower end of the upper building board 2b.

上記構成を備える本実施形態の鎧張り施工構造1では、支持具5が上段の建築板2bの下端に引っ掛かるため、高所で用いても、風にあおられて上段の建築板2bがばたつくことを支持具5によって抑えることができる。 In the clinker construction structure 1 of the present embodiment having the above configuration, since the support 5 is caught on the lower end of the upper building board 2b, the upper building board 2b is fluttered by the wind even when used at a high place. Can be suppressed by the support 5.

2.詳細
続いて、図1に示す本実施形態の鎧張り施工構造1について、更に詳しく説明する。本実施形態の鎧張り施工構造1は、外壁の構造である。以下では、図1に示す前後左右上下方向を用いて、鎧張り施工構造1の各構成について詳しく説明する。下地3に対して建築板2a,2bが位置する側である屋外側を前方とし、その反対側である屋内側を後方とし、各段における複数の建築板2a(2b)が並ぶ方向を左右方向とし、前後方向及び左右方向に対して直交する方向を上下方向としている。
2. Details Subsequently, the clinker construction structure 1 of the present embodiment shown in FIG. 1 will be described in more detail. The clinker construction structure 1 of the present embodiment is a structure of an outer wall. In the following, each configuration of the clinker construction structure 1 will be described in detail using the front-back, left-right, up-down directions shown in FIG. The outdoor side, which is the side where the building boards 2a and 2b are located with respect to the base 3, is the front, the indoor side, which is the opposite side, is the rear, and the direction in which the plurality of building boards 2a (2b) are lined up in each stage is the left-right direction. The direction orthogonal to the front-rear direction and the left-right direction is the vertical direction.

鎧張り施工構造1は、千鳥の鎧張り状に並んだ複数の建築板2と、複数の建築板2のそれぞれを下地3に固定する複数の固定具4と、複数の固定具4のうちの一部によって建築板2及び下地3に固定される複数の支持具5と、を備える。鎧張り施工構造1は、下地3の下端部に固定されるスタータ6を更に備える。 The clinker construction structure 1 includes a plurality of building boards 2 arranged in a staggered clinker pattern, a plurality of fixtures 4 for fixing each of the plurality of building boards 2 to the base 3, and a plurality of fixtures 4. A plurality of supports 5 which are partially fixed to the building board 2 and the base 3 are provided. The clinker construction structure 1 further includes a starter 6 fixed to the lower end of the base 3.

下地3は、建物において建築板2が取り付けられる部分である。本実施形態の下地3は、壁下地であり、例えば、木質ボードである。木質ボードは、例えば合板であり、前面(屋外側の面)が鉛直面に対して略平行である。下地3の前面には、その下端部に、矩形板状のスタータ6が固定され、その上から複数の建築板2が千鳥の鎧張り状に取り付けられる。 The base 3 is a portion of the building to which the building board 2 is attached. The base 3 of the present embodiment is a wall base, for example, a wooden board. The wood board is, for example, plywood, the front surface (outdoor side surface) being substantially parallel to the vertical plane. A rectangular plate-shaped starter 6 is fixed to the lower end of the front surface of the base 3, and a plurality of building plates 2 are attached in a staggered clinker shape from above.

複数の建築板2のそれぞれは、本実施形態では、外壁板である。各建築板2は、図1に示すように、正面視略矩形状に形成された板体により構成されている。各建築板2は、本実施形態では、長さが50cm以上185cm以下であり、幅が40cm以上50cm以下であり、厚みが0.5cm以上1.0cm以下である。各建築板2は、上端の左右の端部がテーパ状に設けられている。また、各建築板2の下端は、左右に直線状に延びている。なお、当該下端は直線状に限らず、凹凸状であってもよい。 Each of the plurality of building boards 2 is an outer wall board in the present embodiment. As shown in FIG. 1, each building board 2 is composed of board bodies formed in a substantially rectangular shape in front view. In the present embodiment, each building board 2 has a length of 50 cm or more and 185 cm or less, a width of 40 cm or more and 50 cm or less, and a thickness of 0.5 cm or more and 1.0 cm or less. The left and right ends of the upper end of each building board 2 are provided in a tapered shape. Further, the lower end of each building board 2 extends linearly to the left and right. The lower end is not limited to a straight line, but may be uneven.

各建築板2には、固定具4が通される複数の挿通孔20が設けられている。複数の挿通孔20のそれぞれは、各建築板2を厚み方向に貫通している。複数の挿通孔20は、左右方向に間隔をおいて位置している。本実施形態では、各建築板2の上下方向の中央部に、四つの挿通孔20が左右方向に略等間隔に設けられている。 Each building board 2 is provided with a plurality of insertion holes 20 through which the fixture 4 is passed. Each of the plurality of insertion holes 20 penetrates each building board 2 in the thickness direction. The plurality of insertion holes 20 are located at intervals in the left-right direction. In the present embodiment, four insertion holes 20 are provided at substantially equal intervals in the left-right direction in the central portion of each building board 2 in the vertical direction.

本実施形態の鎧張り施工構造1では、複数の建築板2が左右方向に並設されていると共に、上下方向にも並設されている。上下方向に隣り合う建築板2は、左右方向にずれており、いわゆる千鳥状に配置されている。本実施形態において、上下方向に隣り合う建築板2は、建築板2の左右方向の長さの半分ずれている。 In the clinker construction structure 1 of the present embodiment, a plurality of building boards 2 are arranged side by side in the left-right direction and also in the up-down direction. The building boards 2 adjacent to each other in the vertical direction are displaced in the horizontal direction and are arranged in a so-called staggered pattern. In the present embodiment, the building boards 2 adjacent to each other in the vertical direction are offset by half the length in the left-right direction of the building boards 2.

また、上下方向に隣り合う建築板2は、下段の建築板2aの上部の前側に、上段の建築板2bの下部が位置しており、いわゆる鎧張り状に配置されている。各建築板2は、下側の部分ほど前側に位置するように傾く姿勢で、下地3に固定されている。 Further, the building boards 2 adjacent to each other in the vertical direction are arranged in a so-called armored shape, with the lower part of the upper building board 2b located on the front side of the upper part of the lower building board 2a. Each building board 2 is fixed to the base 3 in an inclined posture so that the lower portion is located on the front side.

上下に隣り合う2枚の建築板2のうち、上段の建築板2bは、下段の建築板2aに固定された支持具5に支持された状態で、下地3に固定されている。 Of the two vertically adjacent building boards 2, the upper building board 2b is fixed to the base 3 in a state of being supported by the support 5 fixed to the lower building board 2a.

図2及び図3AからDには、本実施形態の支持具5が示されている。支持具5は、例えば、一枚の金属板をプレス加工することによって形成される。支持具5は、固定部50と、支持部51と、引っ掛け部52と、を備えている。 2 and 3A to 3D show the support 5 of the present embodiment. The support 5 is formed, for example, by pressing a single metal plate. The support 5 includes a fixing portion 50, a supporting portion 51, and a hooking portion 52.

固定部50は、固定具4によって建築板2及び下地3に固定される部分である(図5A参照)。固定部50は、外形が略矩形の板状である。固定部50は、外形が略矩形の平板部500と、平板部500と一体であり前方(屋外側)に突出したリブ501と、平板部500の一部を厚み方向に貫通した挿通孔502と、を有する。 The fixing portion 50 is a portion fixed to the building board 2 and the base 3 by the fixing tool 4 (see FIG. 5A). The fixed portion 50 has a plate shape having a substantially rectangular outer shape. The fixing portion 50 includes a flat plate portion 500 having a substantially rectangular outer shape, a rib 501 that is integrated with the flat plate portion 500 and protrudes forward (outdoor side), and an insertion hole 502 that penetrates a part of the flat plate portion 500 in the thickness direction. , Have.

本実施形態では、固定部50には、上下方向に延びた三つのリブ501が、左右方向に間隔をおいて互いに平行に設けられている。三つのリブ501の長手方向は、平板部500の長手方向と平行である。三つのリブ501のそれぞれは、長手方向に直交する断面形状が、前方に凸の円弧状である(図3D参照)。各リブ501の突出高さは、固定具4の頭部の厚みと同じ又は大きいことが好ましい。 In the present embodiment, the fixing portion 50 is provided with three ribs 501 extending in the vertical direction in parallel with each other at intervals in the horizontal direction. The longitudinal direction of the three ribs 501 is parallel to the longitudinal direction of the flat plate portion 500. Each of the three ribs 501 has a cross-sectional shape orthogonal to the longitudinal direction, which is an arc shape that is convex forward (see FIG. 3D). The protruding height of each rib 501 is preferably the same as or larger than the thickness of the head of the fixture 4.

三つのリブ501のうち、左右方向中央に位置するリブ501は、左右両端に位置するリブ501よりも上下方向に短い。三つのリブ501の下端の位置は、互いに同じである。平板部500のうち、左右方向中央のリブ501の上方の部分に、挿通孔502が設けられている。挿通孔502は、固定具4が挿通可能に設けられている。 Of the three ribs 501, the rib 501 located at the center in the left-right direction is shorter in the vertical direction than the ribs 501 located at both left and right ends. The positions of the lower ends of the three ribs 501 are the same as each other. An insertion hole 502 is provided in a portion of the flat plate portion 500 above the rib 501 in the center in the left-right direction. The insertion hole 502 is provided so that the fixture 4 can be inserted.

支持部51は、上段の建築板2bの下面を支持する部分である(図5B参照)。支持部51は、固定部50の平板部500の下端の左右方向の中央部から前方に突出している。支持部51は、建築板2の下面に沿う略矩形の板状である。なお、建築板2の下面が凹凸状である場合、支持部51は当該凹凸状に沿う形状とすることが好ましい。 The support portion 51 is a portion that supports the lower surface of the upper building board 2b (see FIG. 5B). The support portion 51 projects forward from the central portion in the left-right direction of the lower end of the flat plate portion 500 of the fixed portion 50. The support portion 51 has a substantially rectangular plate shape along the lower surface of the building plate 2. When the lower surface of the building board 2 has an uneven shape, it is preferable that the support portion 51 has a shape that follows the uneven shape.

本実施形態では、支持部51は、左右一対の平板部510と、その間に位置するリブ511とを有する。リブ511は、前後方向に直交する断面形状が、下方に凸の円弧状である。 In the present embodiment, the support portion 51 has a pair of left and right flat plate portions 510 and ribs 511 located between them. The rib 511 has an arc shape whose cross-sectional shape orthogonal to the front-rear direction is convex downward.

引っ掛け部52は、上段の建築板2bの下端部の前面に引っ掛かる部分である(図5B参照)。引っ掛け部52は、支持部51の前端から上方に突出している。引っ掛け部52は、上段の建築板2bの前面に沿う略矩形の板状である。引っ掛け部52は、左右一対の平板部520と、その間に位置するリブ521とを有する。リブ521は、上下方向に直交する断面形状が、前方に凸の円弧状である。 The hook portion 52 is a portion that is hooked on the front surface of the lower end portion of the upper building board 2b (see FIG. 5B). The hook portion 52 projects upward from the front end of the support portion 51. The hook portion 52 has a substantially rectangular plate shape along the front surface of the upper building plate 2b. The hook portion 52 has a pair of left and right flat plate portions 520 and ribs 521 located between them. The rib 521 has an arc shape whose cross-sectional shape orthogonal to the vertical direction is convex forward.

引っ掛け部52と支持部51とは、左右方向の長さが互いに同じである。リブ521は、リブ511に連続し、左右一対の平板部520は、左右一対の平板部510にそれぞれ連続している。 The hook portion 52 and the support portion 51 have the same length in the left-right direction. The ribs 521 are continuous with the ribs 511, and the pair of left and right flat plate portions 520 are continuous with the pair of left and right flat plate portions 510, respectively.

固定部50の平板部500と支持部51の左右一対の平板部510とは、略直角に連続しており、支持部51の左右一対の平板部510と引っ掛け部52の左右一対の平板部520とは、略直角に連続している。固定部50の平板部500と引っ掛け部52の左右一対の平板部520とは、互いに平行である。 The flat plate portion 500 of the fixed portion 50 and the pair of left and right flat plate portions 510 of the support portion 51 are continuous at substantially right angles, and the pair of left and right flat plate portions 510 of the support portion 51 and the pair of left and right flat plate portions 520 of the hook portion 52 are continuous. Is continuous at almost right angles. The flat plate portion 500 of the fixed portion 50 and the pair of left and right flat plate portions 520 of the hook portion 52 are parallel to each other.

本実施形態では、支持部51の左右方向の長さは、1cm以上5cm以下であり、支持部51の厚み(平板部510の上面からリブ511の下端までの距離)は、0.05cm以上0.3cm以下である。 In the present embodiment, the length of the support portion 51 in the left-right direction is 1 cm or more and 5 cm or less, and the thickness of the support portion 51 (distance from the upper surface of the flat plate portion 510 to the lower end of the rib 511) is 0.05 cm or more and 0. .3 cm or less.

引っ掛け部52の左右方向の長さは、1cm以上5cm以下であり、引っ掛け部52の厚み(平板部520の後面からリブ521の前端までの距離)は、0.05cm以上0.3cm以下である。引っ掛け部52の上下方向の長さ(平板部510の上面から引っ掛け部52の上端までの距離)は、0.2cm以上5cm以下である。 The length of the hook portion 52 in the left-right direction is 1 cm or more and 5 cm or less, and the thickness of the hook portion 52 (distance from the rear surface of the flat plate portion 520 to the front end of the rib 521) is 0.05 cm or more and 0.3 cm or less. .. The vertical length of the hooking portion 52 (distance from the upper surface of the flat plate portion 510 to the upper end of the hooking portion 52) is 0.2 cm or more and 5 cm or less.

支持具5は、固定部50の挿通孔502に挿通された固定具4が、建築板2の挿通孔20を通って下地3に打ち込まれることで、建築板2及び下地3に固定される。支持具5は、固定部50の平板部500の後面が建築板2の前面の上下方向の中央部に当接する。支持具5が建築板2及び下地3に固定された状態で、支持具5の支持部51は、水平方向に対して僅かに前上がりに傾き、引っ掛け部52は、建築板2の前面に対して平行である。 The support 5 is fixed to the building board 2 and the base 3 by driving the fixing tool 4 inserted into the insertion hole 502 of the fixing portion 50 into the base 3 through the insertion hole 20 of the building board 2. In the support tool 5, the rear surface of the flat plate portion 500 of the fixing portion 50 abuts on the central portion of the front surface of the building plate 2 in the vertical direction. With the support 5 fixed to the building board 2 and the base 3, the support 51 of the support 5 is slightly tilted forward with respect to the horizontal direction, and the hook 52 is with respect to the front surface of the building board 2. Is parallel.

支持具5が固定された建築板2(下段の建築板2a)の上段に位置する建築板2(上段の建築板2b)は、支持具5の支持部51によって下方から支持される。本実施形態の鎧張り施工構造1では、上段の建築板2bは、その下方に位置する左右二枚の下段の建築板2aに固定された二つの支持具5の支持部51によって、建築板2bの下面の左右の端部がそれぞれ支持され、二つの支持具5の引っ掛け部52が、建築板2bの下端部の前面の左右の端部に引っ掛かる。詳しくは、右側の建築板2aに固定された二つの支持具5のうち、左側に位置する支持具5と、左側の建築板2aに固定された二つの支持具5のうち、右側に位置する支持具5とによって、上段の建築板2bの下端の左右方向の端部が支持される。これにより、上段の建築板2bは、二つの支持具5によって下方及び前方への移動が規制されて、仮支持される。上段の建築板2bは、上段の建築板2bが有する複数の挿通孔20に挿通された固定具4によって下地3に固定されている。 The building board 2 (upper building board 2b) located above the building board 2 (lower building board 2a) to which the support 5 is fixed is supported from below by the support portion 51 of the support tool 5. In the clinker construction structure 1 of the present embodiment, the upper building board 2b is formed by the support portions 51 of the two supports 5 fixed to the two left and right lower building boards 2a located below the building board 2b. The left and right ends of the lower surface of the building plate 2b are supported respectively, and the hooking portions 52 of the two supports 5 are hooked on the left and right end portions of the front surface of the lower end portion of the building board 2b. Specifically, of the two supports 5 fixed to the building board 2a on the right side, the support 5 located on the left side and the two supports 5 fixed to the building board 2a on the left side are located on the right side. The support 5 and the support 5 support the left and right ends of the lower end of the upper building board 2b. As a result, the upper building board 2b is temporarily supported by being restricted from moving downward and forward by the two supports 5. The upper building board 2b is fixed to the base 3 by the fixtures 4 inserted into the plurality of insertion holes 20 of the upper building board 2b.

続いて、本実施形態の鎧張り施工構造1の施工方法の一例を、図4A,B、図5AからC、及び図1に基づいて説明する。 Subsequently, an example of the construction method of the clinker construction structure 1 of the present embodiment will be described with reference to FIGS. 4A and 4B, FIGS. 5A to C, and FIG.

図4Aに示すように、施工者は、下地3の前面の下端部に、スタータ6を固定する。スタータ6は、下地3の前面に対して平行に取り付けられる。 As shown in FIG. 4A, the builder fixes the starter 6 to the lower end of the front surface of the base 3. The starter 6 is attached parallel to the front surface of the base 3.

次いで、施工者は、スタータ6の上から、一段目の複数の建築板2を下地3に固定する。一段目の複数の建築板2は、その下部がスタータ6の前側に重なるように配置し、各建築板2の複数の挿通孔20のそれぞれに固定具4を挿通させて下地3に打ち込むことで、下地3に固定する。ここで、各建築板2に挿通する四つの固定具4のうちの左右方向中央に位置する二つの固定具4を用いて、各建築板2の左右方向の中央部に二つの支持具5を固定する。 Next, the builder fixes the plurality of first-stage building boards 2 to the base 3 from above the starter 6. The plurality of building boards 2 in the first stage are arranged so that their lower portions overlap with the front side of the starter 6, and the fixtures 4 are inserted into each of the plurality of insertion holes 20 of each building board 2 and driven into the base 3. , Fixed to the base 3. Here, using two fixtures 4 located in the center in the left-right direction of the four fixtures 4 inserted through each building board 2, two supports 5 are placed in the center in the left-right direction of each building plate 2. Fix it.

二つの支持具5のそれぞれは、固定部50の平板部500を各建築板2の前面に当接させ、挿通孔502が各建築板2の対応する挿通孔20の前方に位置するように配置され、この状態で、固定具4を前側(屋外側)から打ち込むことで、下地3及び各建築板2に固定される。 Each of the two supports 5 is arranged so that the flat plate portion 500 of the fixing portion 50 is brought into contact with the front surface of each building board 2 and the insertion hole 502 is located in front of the corresponding insertion hole 20 of each building board 2. In this state, the fixture 4 is driven from the front side (outdoor side) to be fixed to the base 3 and each building board 2.

次いで、施工者は、一段目の複数の建築板2の上から、二段目の複数の建築板2を下地3に固定する。二段目の複数の建築板2は、その下部が一段目の複数の建築板2の上部の前側に重なり、かつ、二段目の各建築板2が一段目の各建築板2に対して建築板2の半分の長さだけ左右方向にずれて位置するように配置する。このとき、二段目の各建築板2は、その下端の左右の端部が、各建築板2の下方に位置する左右二つの建築板2に固定された支持具5の支持部51に載るように配置する。これにより、二段目の各建築板2は、一段目の各建築板2に固定された支持具5によって仮支持される。 Next, the builder fixes the plurality of building boards 2 in the second stage to the base 3 from above the plurality of building boards 2 in the first stage. The lower part of the second-stage plurality of building boards 2 overlaps the front side of the upper part of the first-stage plurality of building boards 2, and each second-stage building board 2 is relative to each first-stage building board 2. It is arranged so as to be displaced in the left-right direction by half the length of the building board 2. At this time, the left and right ends of the lower ends of each of the second-stage building boards 2 are placed on the support portions 51 of the support tools 5 fixed to the two left and right building boards 2 located below the building boards 2. Arrange as follows. As a result, each of the second-stage building boards 2 is temporarily supported by the support 5 fixed to each of the first-stage building boards 2.

次いで、図4A及び図5Aに示すように、二段目の各建築板2の複数の挿通孔20のそれぞれに固定具4を挿通して、各建築板2を下地3に固定する。このとき、二段目の各建築板2に対しても、一段目の各建築板2と同様に、左右方向の中央部に二つの支持具5を固定する。二段目の各建築板2は、下地3の前面に対して若干前下がりの傾いた姿勢で固定される。 Next, as shown in FIGS. 4A and 5A, the fixture 4 is inserted into each of the plurality of insertion holes 20 of each of the second-stage building boards 2 to fix each building board 2 to the base 3. At this time, also for each of the second-stage building boards 2, the two supports 5 are fixed to the central portion in the left-right direction in the same manner as for each of the first-stage building boards 2. Each of the second-stage building boards 2 is fixed in an inclined posture slightly downward with respect to the front surface of the base 3.

次いで、図4B及び図5Bに示すように、施工者は、二段目の複数の建築板2の上から、三段目の複数の建築板2を下地3に固定する。三段目の複数の建築板2は、その下部が二段目の複数の建築板2の上部の前側に重なり、かつ、三段目の各建築板2が二段目の各建築板2に対して建築板2の半分の長さだけ左右方向にずれて位置するように配置する。このとき、三段目の各建築板2は、その下端の左右の端部が、各建築板2の下方に位置する左右二つの建築板2に固定された支持具5の支持部51に載るように配置する。これにより、三段目の各建築板2は、二段目の各建築板2に固定された支持具5によって仮支持される。 Next, as shown in FIGS. 4B and 5B, the builder fixes the plurality of building boards 2 in the third stage to the base 3 from above the plurality of building boards 2 in the second stage. The lower part of the third-tier building board 2 overlaps the front side of the upper part of the second-tier building board 2, and each third-tier building board 2 becomes each second-tier building board 2. On the other hand, it is arranged so as to be displaced in the left-right direction by half the length of the building board 2. At this time, the left and right ends of the lower ends of each of the third-stage building boards 2 are placed on the support portions 51 of the support tools 5 fixed to the two left and right building boards 2 located below the building boards 2. Arrange as follows. As a result, each of the third-stage building boards 2 is temporarily supported by the support 5 fixed to each of the second-stage building boards 2.

次いで、図1及び図5Cに示すように、三段目の各建築板2の複数の挿通孔20のそれぞれに固定具4を挿通して、各建築板2を下地3に固定する。このとき、三段目の各建築板2に対しても、一段目及び二段目の各建築板2と同様に、左右方向の中央部に二つの支持具5を固定する。三段目の各建築板2は、下地3の前面に対して若干前下がりの傾いた姿勢で固定される。 Next, as shown in FIGS. 1 and 5C, the fixture 4 is inserted into each of the plurality of insertion holes 20 of each building board 2 in the third stage, and each building board 2 is fixed to the base 3. At this time, the two supports 5 are fixed to the central portion in the left-right direction of each of the third-stage building boards 2 as well as each of the first-stage and second-stage building boards 2. Each building board 2 in the third stage is fixed in an inclined posture slightly downward with respect to the front surface of the base 3.

上述した施工方法と同様の方法で、下地3に四段目以降の建築板2を複数段取り付けることで、本実施形態の千鳥の鎧張り施工構造1を備える外壁が形成される。 By attaching a plurality of stages of building boards 2 from the fourth stage onward to the base 3 in the same manner as the construction method described above, an outer wall having the staggered armored construction structure 1 of the present embodiment is formed.

なお、上下に隣り合う二枚の建築板2のうち、下側の建築板2が下段の建築板2aであり、上側の建築板2が上段の建築板2bである。 Of the two building boards 2 adjacent to each other on the upper and lower sides, the lower building board 2 is the lower building board 2a, and the upper building board 2 is the upper building board 2b.

3.作用効果
以上説明した本実施形態の鎧張り施工構造1では、上下に隣り合う二枚の建築板2のうち、下段の建築板2aと共に下地3に固定した支持具5を上段の建築板2bの下端部の左右方向の端部に引っ掛けることができるため、上段の建築板2bが風にあおられて下端部がばたつくことを抑えることができる。
3. 3. Action effect In the clinker construction structure 1 of the present embodiment described above, of the two vertically adjacent building boards 2, the support 5 fixed to the base 3 together with the lower building board 2a is attached to the upper building board 2b. Since it can be hooked on the left and right ends of the lower end portion, it is possible to prevent the lower end portion from fluttering due to the wind blowing on the upper building board 2b.

また、本実施形態の鎧張り施工構造1では、支持具5の支持部51が、上段の建築板2bの影の出来やすい下面に沿うため目立ちにくく、また、支持具5の引っ掛け部52が、建築板2に比べてサイズが非常に小さいため目立ちにくい。そのため、本実施形態の鎧張り施工構造1では、支持具5のうちの屋外側に露出する部分(支持部51及び引っ掛け部52)が目立つことを抑制することができる。 Further, in the clinker construction structure 1 of the present embodiment, the support portion 51 of the support tool 5 is inconspicuous because it is along the lower surface where the shadow of the upper building board 2b is easily formed, and the hook portion 52 of the support tool 5 is not conspicuous. Since the size is very small compared to the building board 2, it is inconspicuous. Therefore, in the clinker construction structure 1 of the present embodiment, it is possible to prevent the portions (support portion 51 and hook portion 52) of the support 5 that are exposed to the outdoor side from being conspicuous.

また、本実施形態の鎧張り施工構造1では、支持具5のうち、屋外側に露出する支持部51と引っ掛け部52がリブ511,521を一部に有するため、剛性を確保したうえでサイズを抑えることができて、目立ちにくい。 Further, in the clinker construction structure 1 of the present embodiment, among the support tools 5, the support portion 51 and the hook portion 52 exposed to the outdoor side have ribs 511 and 521 in a part thereof, so that the size is secured after ensuring rigidity. Can be suppressed and is inconspicuous.

また、本実施形態の鎧張り施工構造1では、支持具5の取り付けを、下段の建築板2aの固定に用いる固定具4を用いて行うことができるため、施工の工程が増加することを抑制できる。 Further, in the clinker construction structure 1 of the present embodiment, the support 5 can be attached by using the fixture 4 used for fixing the lower building board 2a, so that the increase in the construction process is suppressed. can.

また、本実施形態の鎧張り施工構造1では、下段の建築板2aに取り付けた支持具5によって、上段の建築板2bを仮支持した後、上段の建築板2bを固定具4で下地3へと固定することができるため、上段の建築板2bを下地3に固定する施工が行いやすい。高所において施工する場合には、上記の効果が特に有効である。 Further, in the clinker construction structure 1 of the present embodiment, after the upper building board 2b is temporarily supported by the support 5 attached to the lower building board 2a, the upper building board 2b is moved to the base 3 by the fixing tool 4. Therefore, it is easy to fix the upper building board 2b to the base 3. The above effects are particularly effective when the construction is carried out at a high place.

4.変形例
続いて、上述した本実施形態の鎧張り施工構造1の変形例について説明する。
4. Modification Example Next, a modification of the clinker construction structure 1 of the present embodiment described above will be described.

鎧張り施工構造1は、外壁に限らず、屋根を構成してもよい。つまり、建築板2は、外壁板に限らず、屋根板、内装板等であってもよい。 The clinker construction structure 1 is not limited to the outer wall, and may form a roof. That is, the building board 2 is not limited to the outer wall board, but may be a roof board, an interior board, or the like.

支持具5は、図2及び図3AからDに示す構造に限らず、その他の構造であってもよい。例えば、支持具5の支持部51及び引っ掛け部52は、リブ511,521を有さず、平板状に設けてもよい。また、支持部51及び引っ掛け部52の寸法は、上述した範囲に限定されず、適宜変更可能である。 The support 5 is not limited to the structures shown in FIGS. 2 and 3A to 3D, and may have other structures. For example, the support portion 51 and the hook portion 52 of the support tool 5 may be provided in a flat plate shape without having ribs 511 and 521. Further, the dimensions of the support portion 51 and the hook portion 52 are not limited to the above-mentioned range and can be changed as appropriate.

上段の建築板2bの下端における支持具5によって支持される箇所は、左右方向の端部に限らず、その他の部分であってもよい。 The portion supported by the support tool 5 at the lower end of the upper building board 2b is not limited to the end portion in the left-right direction, and may be another portion.

5.まとめ
以上説明した実施形態及びその変形例から明らかなように、第一態様の鎧張り施工構造1は、下記の構成を備える。
5. Summary As is clear from the above-described embodiment and its modified examples, the clinker construction structure 1 of the first aspect has the following configuration.

すなわち、第一態様の鎧張り施工構造1は、千鳥の鎧張りで施工される鎧張り施工構造1であって、下段の建築板2aを下地3に固定する固定具4で共に固定された支持具5が、上段の建築板2bの下端に引っ掛かっている。 That is, the clinker construction structure 1 of the first aspect is the clinker construction structure 1 constructed with staggered clinker, and the support fixed together with the fixture 4 for fixing the lower building board 2a to the base 3. The tool 5 is hooked on the lower end of the upper building board 2b.

上記構成を備えることで、第一態様の鎧張り施工構造1では、支持具5が上段の建築板2bの下端に引っ掛かるため、高所等で用いても、風にあおられて上段の建築板2bがばたつくことを支持具5によって抑えることができる。 By providing the above configuration, in the clinker construction structure 1 of the first aspect, the support 5 is caught on the lower end of the upper building board 2b, so that even if it is used in a high place or the like, it is blown by the wind and the upper building board. The fluttering of 2b can be suppressed by the support 5.

また、上述した実施形態及びその変形例から明らかなように、第二態様の鎧張り施工構造1は、第一態様の構成に加えて、下記の構成を付加的に備える。 Further, as is clear from the above-described embodiment and its modification, the clinker construction structure 1 of the second aspect additionally includes the following configuration in addition to the configuration of the first aspect.

すなわち、第二態様の鎧張り施工構造1では、支持具5は、上段の建築板2bの下端における左右両端部を支持する。 That is, in the clinker construction structure 1 of the second aspect, the support 5 supports both left and right ends at the lower end of the upper building board 2b.

上記構成を備えることで、第二態様の鎧張り施工構造1では、支持具5が上段の建築板2bの下端の左右両端部を支持するため、支持具5が上段の建築板2bの下端の左右方向の中央部を支持する場合や、支持具5が上段の建築板2bの下端の左右方向の中央部から端部にわたって支持する場合と比べて、支持具5の露出を抑えることができる。 By providing the above configuration, in the clinker construction structure 1 of the second aspect, since the support 5 supports the left and right ends of the lower end of the upper building board 2b, the support 5 is the lower end of the upper building board 2b. The exposure of the support 5 can be suppressed as compared with the case where the central portion in the left-right direction is supported or the support 5 supports the lower end of the upper building plate 2b from the central portion in the left-right direction to the end.

また、上述した実施形態及びその変形例から明らかなように、第三態様の鎧張り施工構造1は、第一又は第二態様の構成に加えて、下記の構成を付加的に備える。 Further, as is clear from the above-described embodiment and its modifications, the clinker construction structure 1 of the third aspect additionally includes the following configurations in addition to the configurations of the first or second aspect.

すなわち、第三態様の鎧張り施工構造1では、支持具5は、上段の建築板2bの下面に沿う支持部51と、支持部51から上段の建築板2bの表面に沿うように突出した引っ掛け部52と、を有する。上段の建築板2bの厚みは、0.5cm以上1cm以下であり、引っ掛け部52の厚みは、0.05cm以上0.3cm以下であり、引っ掛け部52の突出方向の長さは、0.2cm以上5cm以下である。 That is, in the clinker construction structure 1 of the third aspect, the support tool 5 has a support portion 51 along the lower surface of the upper building board 2b and a hook protruding from the support portion 51 along the surface of the upper building board 2b. It has a part 52 and. The thickness of the upper building board 2b is 0.5 cm or more and 1 cm or less, the thickness of the hooking portion 52 is 0.05 cm or more and 0.3 cm or less, and the length of the hooking portion 52 in the protruding direction is 0.2 cm. It is 5 cm or less.

上記構成を備えることで、第三態様の鎧張り施工構造1では、上段の建築板2bの下端の左右の端部が引っ掛けられる支持具5のうちの屋外側に露出する部分(支持部51及び引っ掛け部52)のサイズを抑えることができて、この部分が目立つことを抑制することができる。 By providing the above configuration, in the clinker construction structure 1 of the third aspect, the portions (support portion 51 and support portion 51 and the support portion 51 and the support portion 51) of the support tool 5 on which the left and right ends of the lower end of the upper building plate 2b are hooked are exposed to the outdoor side. The size of the hooking portion 52) can be suppressed, and the conspicuousness of this portion can be suppressed.

以上、本発明を添付図面に示す実施形態に基づいて説明したが、本発明は上記の実施形態に限定されるものではなく、本発明の意図する範囲内であれば、適宜の設計変更が可能である。 Although the present invention has been described above based on the embodiments shown in the accompanying drawings, the present invention is not limited to the above-described embodiments, and appropriate design changes can be made within the scope of the present invention. Is.

1 鎧張り施工構造
2a 下段の建築板
2b 上段の建築板
3 下地
4 固定具
5 支持具
51 支持部
52 引っ掛け部
1 Clinker construction structure 2a Lower building board 2b Upper building board 3 Base 4 Fixing tool 5 Supporting tool 51 Supporting part 52 Hooking part

Claims (3)

千鳥の鎧張りで施工される鎧張り施工構造であって、
下段の建築板を下地に固定する固定具で共に固定された支持具が、上段の建築板の下端に引っ掛かっている、
鎧張り施工構造。
It is a clinker construction structure that is constructed with staggered clinker.
A support that is fixed together with a fixture that fixes the lower building board to the base is caught at the lower end of the upper building board.
Clinker construction structure.
前記支持具が、前記上段の建築板の下端における左右両端部を支持する、
請求項1に記載の鎧張り施工構造。
The support tool supports both left and right ends at the lower end of the upper building board.
The clinker construction structure according to claim 1.
前記支持具は、
前記上段の建築板の下面に沿う支持部と、
前記支持部から前記上段の建築板の表面に沿うように突出した引っ掛け部と、を有し、
前記上段の建築板の厚みは、0.5cm以上1cm以下であり、
前記引っ掛け部の厚みは、0.05cm以上0.3cm以下であり、前記引っ掛け部の突出方向の長さは、0.2cm以上5cm以下である、
請求項1又は2に記載の鎧張り施工構造。
The support is
A support part along the lower surface of the upper building board and
It has a hooking portion that protrudes from the supporting portion along the surface of the upper building board.
The thickness of the upper building board is 0.5 cm or more and 1 cm or less.
The thickness of the hooked portion is 0.05 cm or more and 0.3 cm or less, and the length of the hooked portion in the protruding direction is 0.2 cm or more and 5 cm or less.
The clinker construction structure according to claim 1 or 2.
JP2020015276A 2020-01-31 2020-01-31 Clinker-built construction structure Pending JP2021123850A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2020015276A JP2021123850A (en) 2020-01-31 2020-01-31 Clinker-built construction structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2020015276A JP2021123850A (en) 2020-01-31 2020-01-31 Clinker-built construction structure

Publications (1)

Publication Number Publication Date
JP2021123850A true JP2021123850A (en) 2021-08-30

Family

ID=77458305

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2020015276A Pending JP2021123850A (en) 2020-01-31 2020-01-31 Clinker-built construction structure

Country Status (1)

Country Link
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021145361A (en) * 2020-10-13 2021-09-24 Tvs Regza株式会社 Receiving device
JP2021145359A (en) * 2020-10-13 2021-09-24 Tvs Regza株式会社 Reception method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021145361A (en) * 2020-10-13 2021-09-24 Tvs Regza株式会社 Receiving device
JP2021145359A (en) * 2020-10-13 2021-09-24 Tvs Regza株式会社 Reception method

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