JP2015214865A - Connection structure of metal vertical roofing member - Google Patents

Connection structure of metal vertical roofing member Download PDF

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JP2015214865A
JP2015214865A JP2014099412A JP2014099412A JP2015214865A JP 2015214865 A JP2015214865 A JP 2015214865A JP 2014099412 A JP2014099412 A JP 2014099412A JP 2014099412 A JP2014099412 A JP 2014099412A JP 2015214865 A JP2015214865 A JP 2015214865A
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vertical
roof
metal
fixing plate
connection structure
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JP6425162B2 (en
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恵理子 佐伯
Eriko Saeki
恵理子 佐伯
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Panasonic Intellectual Property Management Co Ltd
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Panasonic Intellectual Property Management Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a connection structure of a metal vertical roofing member in which plural vertical roofing members are connected being overlapped with each other capable of preventing an upper vertical roofing member from being lifted up by wind etc. at a lower end.SOLUTION: The connection structure includes: a first vertical roofing member 21; a second vertical roofing member 22 which is connected to the first vertical roofing member 21 being overlapped with the upper end thereof from the top; and a fixing plate 3 disposed at a connection part 4 between the first vertical roofing member 21 and the second vertical roofing member 22. The fixing plate 3 has a base side fixing part 35 which is fixed to a roof base 1 and a roof fixing part 37 for fixing the lower end part of the second vertical roofing member 22.

Description

本発明は、金属縦葺き材の接続構造に関する。   The present invention relates to a connection structure for metal longitudinal members.

特許文献1には、従来の金属縦葺き材の接続構造が開示されている。この特許文献1記載の縦葺き外装材の接続構造は、屋根勾配方向に複数の縦葺き外装材が連結される。この接続構造は、縦葺き外装材の水上側の端部に、水上側の縦葺き外装材の水下側の端部を上方から重ねて接続される。   Patent Document 1 discloses a conventional connection structure of a vertical metal stringer. In the connection structure of the vertical casing materials described in Patent Document 1, a plurality of vertical casing materials are connected in the roof gradient direction. In this connection structure, the end portion on the water side of the vertical casing material is connected by overlapping the end portion on the water side of the vertical casing material on the water side from above.

特開平9−125621号公報JP-A-9-125621

ところでこの特許文献1記載の縦葺き外装材の接続構造は、水下側の縦葺き外装材の水上側の端部と水上側の縦葺き外装材の水下側の端部とが、上下に重ねられて接続されており、止水性が高い。   By the way, the connection structure of the vertical casing material described in Patent Document 1 is such that the water-side end portion of the water-side vertical casing material and the water-side end portion of the water-side vertical casing material are arranged vertically. Stacked and connected, it has a high waterstop.

しかしながら、この水上側の縦葺き外装材の水下側の端部は、自由端となっているため、屋根面に沿って吹く風により負圧を受けたり、重ね部分の間に風が入り込んだりすると、浮き上がってしまうという問題がある。   However, since the water-side end of the water-side vertical covering material is a free end, it receives negative pressure from the wind blowing along the roof surface, or wind enters between the overlapping parts. Then, there is a problem of floating up.

本発明は、上記事情に鑑みてなされたものであり、その目的とするところは、複数の縦葺き材同士が重ねられて接続される構造において、上側に重ねられた縦葺き材の水下側の端部が風等により浮き上がってしまうのを防ぐことができる金属縦葺き材の接続構造を提供することにある。   The present invention has been made in view of the above circumstances, and the object of the present invention is in a structure in which a plurality of vertical straddling materials are stacked and connected to each other, and the underside of the vertical straddling material stacked on the upper side. An object of the present invention is to provide a connection structure for a vertical metal material that can prevent the end of the metal from being lifted by wind or the like.

本発明の金属縦葺き材の接続構造は、金属製の第1の縦葺き材と、この第1の縦葺き材の水上側端部に上方から重ねて接続された金属製の第2の縦葺き材と、前記第1の縦葺き材と前記第2の縦葺き材との重ねられた接続部に介在する固定板とを備え、前記固定板は、屋根下地に固定される下地側固定部と、前記第2の縦葺き材の水下側の端部を固定する屋根固定部とを有していることを特徴とする。   The connection structure of the metal longitudinal members of the present invention includes a metal first longitudinal member and a second metal longitudinal member connected to the water-side end of the first longitudinal member from above. And a fixing plate interposed in a connecting portion where the first vertical winding material and the second vertical winding material are overlapped, and the fixing plate is fixed to a roof base. And a roof fixing portion for fixing an underwater end portion of the second vertical wood material.

本発明の金属縦葺き材の接続構造によれば、複数の縦葺き材同士が重ねられて接続される構造において、上側に重ねられた縦葺き材の水下側の端部が風等により浮き上がってしまうのを防ぐことができる。   According to the metal stringer connection structure of the present invention, in the structure in which a plurality of stringers are stacked and connected, the underwater end of the stringer stacked on the upper side is lifted by wind or the like. Can be prevented.

本実施形態の金属縦葺き材の接続構造の分解斜視図である。It is a disassembled perspective view of the connection structure of the metal vertical struts of this embodiment. 本実施形態の金属縦葺き材の接続構造の断面図である。It is sectional drawing of the connection structure of the metal vertical brazing material of this embodiment. 本実施形態の第1の縦葺き材に固定板を取り付ける際の斜視図である。It is a perspective view at the time of attaching a fixing board to the 1st vertical wood material of this embodiment. 本実施形態の第1の縦葺き材に第2の縦葺き材が接続された状態の斜視図である。It is a perspective view of the state where the 2nd vertical winding material was connected to the 1st vertical winding material of this embodiment. 本実施形態の縦葺き材の幅方向の両側に吊子を設置した状態の斜視図である。It is a perspective view of the state which installed the hanger on the both sides of the width direction of the vertical wood of this embodiment. 本実施形態の縦葺き材の幅方向の両側にキャップ部材を設置した状態の斜視図である。It is a perspective view of the state where the cap member was installed in the both sides of the width direction of the vertical material of this embodiment.

以下、本発明の実施形態について添付図面に基づいて説明する。   Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.

本実施形態の金属縦葺き材の接続構造(以下、本接続構造という)には、図1に示すような凹凸屋根材20が使用される。本接続構造は住宅家屋の屋根に適用される。屋根は、例えば、片流れ屋根により構成される。屋根は、棟と軒とを有している。棟は、屋根の最も高い箇所である。また、軒は、屋根において外壁面から突出した箇所であり、屋根の最も低い箇所である。屋根は、軒棟方向に屋根勾配を有している。   The uneven roofing material 20 as shown in FIG. 1 is used for the connection structure (hereinafter referred to as the present connection structure) of the vertical metal members of the present embodiment. This connection structure is applied to the roof of a residential house. The roof is constituted by, for example, a single-flow roof. The roof has a ridge and an eaves. The ridge is the highest point of the roof. In addition, the eaves are portions that protrude from the outer wall surface on the roof, and are the lowest portions of the roof. The roof has a roof slope in the direction of the eaves.

以下、軒棟方向に平行な方向を屋根勾配方向として定義し、屋根勾配方向のうち棟から軒に向かう方向を流れ方向として定義する。また、屋根における軒側を水下側とし、屋根における棟側を水上側として定義する。また、屋根勾配方向に直角な水平方向を軒方向として定義する。   Hereinafter, a direction parallel to the eaves ridge direction is defined as a roof gradient direction, and a direction from the ridge to the eaves among the roof gradient directions is defined as a flow direction. Also, the eaves side of the roof is defined as the water side, and the ridge side of the roof is defined as the water side. The horizontal direction perpendicular to the roof slope direction is defined as the eave direction.

屋根は、屋根下地1と、縦葺き材2と、固定板3とを備えている。屋根下地1は、縦葺き材2の下地となる。屋根下地1は、野地板11・垂木(図示せず)・母屋(図示せず)等により構成される。屋根下地1の上面は、棟から軒に向かって(つまり、流れ方向に)下り傾斜している。   The roof includes a roof base 1, a vertical wood 2, and a fixed plate 3. The roof base 1 serves as a base for the vertical wood 2. The roof base 1 is composed of a base plate 11, a rafter (not shown), a purlin (not shown), and the like. The upper surface of the roof base 1 is inclined downward from the ridge toward the eave (that is, in the flow direction).

縦葺き材2は、金属製の屋根材であり、屋根下地1の上面に載せるようにして取り付けられる。縦葺き材2は、上述のように、凹部23と凸部24とが軒方向に繰り返されるよう連続して形成された凹凸屋根材20により構成される。凹部23は、屋根勾配方向に長さを有し、軒方向に幅を有している。また、凸部24も、屋根勾配方向に長さを有し、軒方向に幅を有している。縦葺き材2は、金属板をプレス機やロール成型機等により曲げ加工することで形成されている。   The vertical roofing material 2 is a metal roofing material and is attached so as to be placed on the upper surface of the roof base 1. As described above, the vertical roofing material 2 is constituted by the uneven roof material 20 formed continuously so that the concave portion 23 and the convex portion 24 are repeated in the eave direction. The recess 23 has a length in the roof gradient direction and a width in the eave direction. The convex portion 24 also has a length in the roof gradient direction and a width in the eave direction. The vertical material 2 is formed by bending a metal plate with a press or a roll molding machine.

屋根は、屋根勾配方向に複数の縦葺き材2が連結されている。本実施形態の屋根は、屋根勾配方向に2つの縦葺き材2が連結されており、この連結された一対の縦葺き材2が軒方向に並べられるように複数取り付けられている。   The roof is connected with a plurality of vertical members 2 in the roof gradient direction. In the roof of this embodiment, two vertical struts 2 are connected in the roof gradient direction, and a plurality of the connected pair of vertical struts 2 are attached so as to be arranged in the eave direction.

以下、屋根勾配方向において、水下側の縦葺き材2を第1の縦葺き材21とし、第1の縦葺き材21の水上側に配置される縦葺き材2を第2の縦葺き材22として説明する。   Hereinafter, in the direction of the roof slope, the vertical vertical material 2 on the underwater side is referred to as a first vertical vertical material 21, and the vertical vertical material 2 disposed on the water side of the first vertical vertical material 21 is referred to as a second vertical vertical material. This will be described as 22.

第1の縦葺き材21は、第2の縦葺き材22の水下側に取り付けられている。第1の縦葺き材21は、長さ方向が屋根勾配方向と平行となり、幅方向が軒方向に平行となるよう配置される。第1の縦葺き材21は、長さ方向に所定の大きさとなるよう形成されている。なお、ここで言う所定の大きさとは、トラックによって運搬が容易な長さ(例えば7m)である。   The first vertical wood material 21 is attached to the water side of the second vertical wood material 22. The first vertical lumber 21 is arranged such that the length direction is parallel to the roof gradient direction and the width direction is parallel to the eave direction. The first vertical material 21 is formed to have a predetermined size in the length direction. In addition, the predetermined size said here is the length (for example, 7m) with which a truck can carry easily.

また、第1の縦葺き材21の幅方向の両端には、立設片25が設けられている。立設片25は、凹部23の底面から立ち上げられている。立設片25の上端には、下方に折り返された水返し片26が設けられている。水返し片26は、第1の縦葺き材21の長さ方向の全長に亘って設けられている。   In addition, standing pieces 25 are provided at both ends in the width direction of the first vertical brazing material 21. The standing piece 25 is raised from the bottom surface of the recess 23. At the upper end of the standing piece 25, a water return piece 26 folded back downward is provided. The water return piece 26 is provided over the entire length in the length direction of the first vertical brazing material 21.

第1の縦葺き材21の立設片25は、水上側の端部に切欠部27を有する。切欠部27は、第2の縦葺き材22に重なる箇所に設けられる。   The standing piece 25 of the first vertical strut 21 has a notch 27 at the water-side end. The notch 27 is provided at a location that overlaps the second longitudinal material 22.

第2の縦葺き材22の凹部23の長さ方向は、屋根勾配方向に平行である。第2の縦葺き材22は、第1の縦葺き材21と同様、長さ方向が屋根勾配方向と平行となり、幅方向が軒方向に平行となるよう配置される。また、第2の縦葺き材22の幅方向の両端には、立設片25が設けられている。また、立設片25の上端には水返し片26が設けられている。なお、第2の縦葺き材22の立設片25には切欠部27が設けられていない。   The length direction of the recessed part 23 of the 2nd vertical strut material 22 is parallel to a roof gradient direction. Similar to the first vertical wood material 21, the second vertical wood material 22 is arranged such that the length direction is parallel to the roof gradient direction and the width direction is parallel to the eave direction. Moreover, the standing piece 25 is provided in the both ends of the width direction of the 2nd vertical strut material 22. FIG. Further, a water return piece 26 is provided at the upper end of the standing piece 25. In addition, the notch part 27 is not provided in the standing piece 25 of the 2nd vertical strut material 22.

第2の縦葺き材22の水下側の端部(軒側の端部)は、第1の縦葺き材21の水上側の端部(軒側の端部)に重なるようにして配置され、これにより第1の縦葺き材21と第2の縦葺き材22とが接続される。以下、第1の縦葺き材21と第2の縦葺き材22との重ねられた部分を接続部4という。   The water-side end portion (eave-side end portion) of the second vertical lining material 22 is disposed so as to overlap the water-side end portion (eave-side end portion) of the first vertical lining material 21. As a result, the first vertical winding material 21 and the second vertical winding material 22 are connected. Hereinafter, a portion where the first vertical winding material 21 and the second vertical winding material 22 are overlapped is referred to as a connection portion 4.

接続部4において、第1の縦葺き材21と第2の縦葺き材22との間には固定板3が介在する。固定板3は、第2の縦葺き材22の水下側の端部が浮き上がるのを規制する。また、固定板3は、第1の縦葺き材21の水上側の端部を上から押さえる。固定板3は、第1の縦葺き材21のいずれかの凸部24(本実施形態では中央の凸部24)に対応する箇所に配置される。固定板3は、板本体31と、下地側固定部35と、屋根固定部37とを備えている。   In the connection portion 4, the fixing plate 3 is interposed between the first vertical winding material 21 and the second vertical winding material 22. The fixing plate 3 restricts the end of the second vertical rolling material 22 on the underwater side from floating. Further, the fixing plate 3 presses the water-side end portion of the first vertical wood 21 from above. The fixed plate 3 is disposed at a location corresponding to any one of the convex portions 24 (in the present embodiment, the central convex portion 24) of the first vertical strut 21. The fixed plate 3 includes a plate main body 31, a ground side fixed portion 35, and a roof fixed portion 37.

板本体31は、屋根勾配方向に長さを有し、軒方向に幅を有する金属板によって構成される。この金属板は、例えば、0.8mm程度である。板本体31は、屋根下地1(野地板11)の上面に載せられる下片33と、第1の縦葺き材21の上面に載せられる上片32と、下片33と上片32とを繋ぐ連結片34とを備えている。板本体31は、プレス等の曲げ加工により一体に形成される。   The plate body 31 is constituted by a metal plate having a length in the roof gradient direction and a width in the eave direction. This metal plate is about 0.8 mm, for example. The plate main body 31 connects the lower piece 33 placed on the upper surface of the roof foundation 1 (field plate 11), the upper piece 32 placed on the upper surface of the first vertical wood material 21, and the lower piece 33 and the upper piece 32. And a connecting piece 34. The plate body 31 is integrally formed by bending such as pressing.

下地側固定部35は、板本体31の水上側の端部に設けられている。下地側固定部35は、貫通孔により構成される。貫通孔には固着具が挿通される。下地側固定部35は、貫通孔に通された固着具によって、屋根下地1に固定される。   The ground side fixing portion 35 is provided at the water-side end of the plate body 31. The ground side fixing part 35 is configured by a through hole. A fixing tool is inserted through the through hole. The ground side fixing portion 35 is fixed to the roof base 1 by a fixing tool passed through the through hole.

屋根固定部37は、板本体31の水下側の端部に設けられている。屋根固定部37は、上片32の水下側の端部を水上側に折り返すことで形成される。屋根固定部37の水上側の先端には、導入片38が設けられている。導入片38は、先端に向かうほど、上方に位置するように傾斜しており、これにより、第2の縦葺き材22の水下側の端部が屋根固定部37に差し込みやすくなっている。   The roof fixing part 37 is provided at the end of the plate body 31 on the underwater side. The roof fixing portion 37 is formed by folding the end portion of the upper piece 32 on the lower side to the upper side. An introduction piece 38 is provided at the water-side tip of the roof fixing portion 37. The introduction piece 38 is inclined so as to be positioned upward as it goes to the tip, and thereby the underwater end portion of the second vertical strut 22 is easily inserted into the roof fixing portion 37.

また、図3に示すように、第1の縦葺き材21の幅方向の中央の凸部24の上面には収容凹所28が設けられている。収容凹所28には、固定板3の上片32が収容される。収容凹所28の深さは、固定板3の厚さと同じ寸法に形成されている。これにより、収容凹所28に固定板3の上片32が嵌め込まれると、図2に示すように、固定板3の上片32の上面と、凸部24の上面(収容凹所28以外の上面)とが同じ高さに位置する。   In addition, as shown in FIG. 3, an accommodation recess 28 is provided on the upper surface of the convex portion 24 at the center in the width direction of the first vertical rolling material 21. The accommodation recess 28 accommodates the upper piece 32 of the fixed plate 3. The depth of the accommodation recess 28 is formed to have the same dimension as the thickness of the fixed plate 3. Thereby, when the upper piece 32 of the fixing plate 3 is fitted in the receiving recess 28, as shown in FIG. 2, the upper surface of the upper piece 32 of the fixing plate 3 and the upper surface of the convex portion 24 (other than the receiving recess 28). The top surface is at the same height.

なお、収容凹所28の深さは、固定板3の厚さよりも深くてもよい。   The depth of the accommodation recess 28 may be deeper than the thickness of the fixed plate 3.

本実施形態の縦葺き材2は、例えば、次のようにして設置される。   The vertical wood 2 of this embodiment is installed as follows, for example.

図3に示すように、施工者は、屋根下地1上の軒側の端部に第1の縦葺き材21を配置する。次いで、施工者は、第1の縦葺き材21の水上側の端部に固定板3の上片32を載せ、この状態で下地側固定部35を屋根下地1に固定する。   As shown in FIG. 3, the builder places the first vertical wood 21 on the eaves side end on the roof base 1. Next, the installer places the upper piece 32 of the fixing plate 3 on the water-side end of the first vertical wood 21 and fixes the base-side fixing part 35 to the roof base 1 in this state.

この後、施工者は、図4に示すように、第1の縦葺き材21の水上側の端部に第2の縦葺き材22の水下側の端部を重ねるようにして第2の縦葺き材22を配置する。施工者は、第2の縦葺き材22の水下側の端部を屋根固定部37に差し込むように、第2の縦葺き材22をスライドして配置する。   Thereafter, as shown in FIG. 4, the installer performs the second operation such that the water-side end portion of the second vertical wood material 22 overlaps the water-side end portion of the first vertical wood material 21. A vertical wood 22 is disposed. The installer slides and arranges the second vertical strut 22 so that the underwater end of the second vertical strut 22 is inserted into the roof fixing portion 37.

次いで、施工者は、図5に示すように、屋根勾配方向に連結された第1の縦葺き材21と第2の縦葺き材22の軒方向の両側に一対の吊子5を配置する。吊子5は屋根下地1上に複数設けられる。   Next, as shown in FIG. 5, the installer arranges a pair of hanging elements 5 on both sides in the eaves direction of the first vertical struts 21 and the second vertical struts 22 connected in the roof gradient direction. A plurality of hanging elements 5 are provided on the roof base 1.

吊子5は、金属板を断面U字状に曲げ加工したものである。吊子5は、軒方向において縦葺き材2同士の間に配置される。吊子5は、その長さ方向が屋根勾配方向に平行となるように配置され、屋根下地1上に固着具を介して固定される。   The hanging element 5 is formed by bending a metal plate into a U-shaped cross section. The hanger 5 is disposed between the vertical members 2 in the eave direction. The hanger 5 is arranged so that its length direction is parallel to the roof gradient direction, and is fixed on the roof base 1 via a fixing tool.

次いで、施工者は、図6に示すように、キャップ部材6を嵌め込む。キャップ部材6は、金属板を下向きU字状に曲げ加工したものである。キャップ部材6は、吊子5を上方から覆うようにして設置される。キャップ部材6は、各吊子5に対して設置される。キャップ部材6は、第1の縦葺き材21および第2の縦葺き材22の幅方向の両端を吊子5に固定する。   Next, the installer inserts the cap member 6 as shown in FIG. The cap member 6 is obtained by bending a metal plate into a downward U shape. The cap member 6 is installed so as to cover the suspension 5 from above. The cap member 6 is installed with respect to each hanging piece 5. The cap member 6 fixes both ends of the first vertical winding material 21 and the second vertical winding material 22 in the width direction to the hanger 5.

以上、説明したように、本接続構造は、金属製の第1の縦葺き材21と、金属製の第2の縦葺き材22と、固定板3とを備える。第2の縦葺き材22は、第1の縦葺き材21の水上側端部に上方から重ねて接続される。固定板3は、第1の縦葺き材21と第2の縦葺き材22との重ねられた接続部4に介在する。また、固定板3は、屋根下地1に固定される下地側固定部35と、第2の縦葺き材22の水下側の端部を固定する屋根固定部37とを有する。   As described above, the connection structure includes the metal first longitudinal member 21, the metal second longitudinal member 22, and the fixing plate 3. The second vertical bracing member 22 is connected to the water-side end of the first vertical brazing member 21 so as to overlap from above. The fixing plate 3 is interposed in the connecting portion 4 where the first vertical winding material 21 and the second vertical winding material 22 are overlapped. In addition, the fixing plate 3 includes a base-side fixing part 35 that is fixed to the roof base 1 and a roof fixing part 37 that fixes an underwater side end portion of the second vertical roofing material 22.

本接続構造は、屋根下地1に固定された固定板3を用いて、第2の縦葺き材22の水下側の端部を固定する。このため、本実施形態の金属縦葺き材2の接続構造によれば、第1の縦葺き材21と第2の縦葺き材22とをねじやクギによって相互に連結しなくても、第2の縦葺き材22の水下側の端部の浮き上がりを防ぐことができる。この結果、ねじ等で縦葺き材2に孔をあける必要がないため、止水性の低下を防ぐことができる。   In this connection structure, the water-side end portion of the second vertical strut member 22 is fixed using the fixing plate 3 fixed to the roof base 1. For this reason, according to the connection structure of the vertical metal members 2 of the present embodiment, the second vertical material 21 and the second vertical material 22 can be connected to each other without being connected to each other by screws or nails. It is possible to prevent the bottom end of the vertical strut 22 from being lifted. As a result, since it is not necessary to make a hole in the vertical strut 2 with a screw or the like, it is possible to prevent a decrease in waterstop.

特に、本実施形態の縦葺き材2の幅方向の両端は吊子5によって固定されているため、固定板3によって、縦葺き材2の幅方向の中央を押さえるだけで、第2の縦葺き材22の水下側の端部の浮き上がりを効果的に防ぐことができる。   In particular, since both ends in the width direction of the vertical winding material 2 of the present embodiment are fixed by the hanger 5, only the center in the width direction of the vertical winding material 2 is pressed by the fixing plate 3, so that the second vertical winding material 2 can be obtained. It is possible to effectively prevent lifting of the end portion of the material 22 on the underwater side.

また、本実施形態の固定板3は、第1の縦葺き材21の水上側の端部を上から押さえている。   In addition, the fixing plate 3 of the present embodiment presses the water-side end portion of the first vertical wood 21 from above.

このため、本接続構造によれば、第2の縦葺き材22の水下側の端部の浮き上がりだけでなく、第1の縦葺き材21の水上側の端部が浮き上がるのも防ぐことができる。   For this reason, according to this connection structure, it is possible to prevent not only the floating of the end portion of the second vertical rolling material 22 on the underwater side but also the floating portion of the first vertical winding material 21 from the floating side. it can.

また、本実施形態の第1の縦葺き材21および第2の縦葺き材22は、左右方向に凹部23と凸部24とが繰り返し形成された凹凸屋根材20である。固定板3は凸部24に対応する箇所に配置されている。凸部24の上面には、固定板3を収容する収容凹所28が設けられている。   Moreover, the 1st vertical lining material 21 and the 2nd vertical lining material 22 of this embodiment are the uneven | corrugated roof materials 20 in which the recessed part 23 and the convex part 24 were repeatedly formed in the left-right direction. The fixing plate 3 is disposed at a location corresponding to the convex portion 24. A housing recess 28 for housing the fixing plate 3 is provided on the upper surface of the convex portion 24.

このため、本接続構造によれば、第1の縦葺き材21と第2の縦葺き材22との間に固定板3が介在しても、第1の縦葺き材21と第2の縦葺き材22との間が開いてしまうのを抑制することができる。つまり、第1の縦葺き材21と第2の縦葺き材22との間に隙間が形成されるのを防止できる。この結果、屋根面に沿って吹き上げる風雨によって、第1の縦葺き材21と第2の縦葺き材22との間から雨水が浸入するのを防止できる。   For this reason, according to this connection structure, even if the fixing plate 3 is interposed between the first vertical winding material 21 and the second vertical winding material 22, the first vertical winding material 21 and the second vertical winding material 21. It is possible to suppress the gap between the wood material 22 from being opened. That is, it is possible to prevent a gap from being formed between the first vertical winding material 21 and the second vertical winding material 22. As a result, it is possible to prevent rainwater from entering between the first vertical struts 21 and the second vertical struts 22 due to wind and rain blowing up along the roof surface.

また、本接続構造は、固定板3が凹部23ではなく凸部24に設けられているため、凹部23を流下する雨水の流れを阻害せず、排水性の低下を抑制できる。   Further, in this connection structure, since the fixing plate 3 is provided not on the concave portion 23 but on the convex portion 24, the flow of rainwater flowing down the concave portion 23 is not hindered and a decrease in drainage can be suppressed.

以上のように、本接続構造によれば、高い止水性を確保しながら、第1の縦葺き材21と第2の縦葺き材22とを屋根勾配方向に連結することができる。従って、本接続構造によれば、第1の縦葺き材21および第2の縦葺き材22を、トラック等により運搬可能な大きさとすることができ、運搬性や施工性を向上させることができる。   As described above, according to this connection structure, it is possible to connect the first vertical roofing material 21 and the second vertical winding material 22 in the roof gradient direction while ensuring high water-stopping properties. Therefore, according to this connection structure, the 1st vertical winding material 21 and the 2nd vertical winding material 22 can be made into the magnitude | size which can be conveyed with a truck etc., and can improve conveyance property and workability. .

なお、実施形態の屋根は、片流れ屋根であったが、切妻屋根や寄棟屋根であってもよく、特に限定されない。また、本実施形態の縦葺き材2は、凹凸屋根材20であったが、折板屋根材や縦平屋根材等の縦葺き屋根材であってもよく、この点限定されない。   In addition, although the roof of embodiment was a single-flow roof, it may be a gable roof or a dormitory roof, and is not specifically limited. Moreover, although the vertical roofing material 2 of this embodiment was the uneven roofing material 20, it may be vertical roofing materials, such as a folded-plate roofing material and a vertical flat roofing material, and is not limited to this point.

また、本実施形態の固定板3は、縦葺き材2の幅方向の中央に設置されていたが、本発明においては、例えば、縦葺き材の幅方向の全長に亙っていてもよく、この点限定されない。   Moreover, although the fixing plate 3 of the present embodiment was installed at the center in the width direction of the vertical wood material 2, in the present invention, for example, the length of the vertical wood material in the width direction may be extended, This is not a limitation.

1 屋根下地
11 野地板
2 縦葺き材
20 凹凸屋根材
21 第1の縦葺き材
22 第2の縦葺き材
23 凹部
24 凸部
25 立設片
26 水返し片
27 切欠部
28 収容凹所
3 固定板
31 板本体
32 上片
33 下片
34 連結片
35 下地側固定部
37 屋根固定部
38 導入片
4 接続部
5 吊子
6 キャップ部材
DESCRIPTION OF SYMBOLS 1 Roof base 11 Base plate 2 Vertical roofing material 20 Uneven roofing material 21 1st vertical roofing material 22 2nd vertical roofing material 23 Recessed part 24 Convex part 25 Standing piece 26 Water return piece 27 Notch part 28 Containing recess 3 Fixing Plate 31 Plate body 32 Upper piece 33 Lower piece 34 Connection piece 35 Base side fixing portion 37 Roof fixing portion 38 Introduction piece 4 Connection portion 5 Hanging element 6 Cap member

Claims (3)

金属製の第1の縦葺き材と、
この第1の縦葺き材の水上側端部に上方から重ねて接続された金属製の第2の縦葺き材と、
前記第1の縦葺き材と前記第2の縦葺き材との重ねられた接続部に介在する固定板と
を備え、
前記固定板は、
屋根下地に固定される下地側固定部と、
前記第2の縦葺き材の水下側の端部を固定する屋根固定部と
を有している
ことを特徴とする金属縦葺き材の接続構造。
A first vertical wood made of metal;
A second vertical stringer made of metal connected to the water upper end of the first vertical stringer from above,
A fixing plate interposed in the overlapping connection portion of the first vertical strut material and the second vertical straddle material,
The fixing plate is
A ground side fixing part fixed to the roof base;
A connection structure for a metal vertical stringer, comprising: a roof fixing part for fixing an underwater end of the second vertical stringer.
前記固定板は、前記第1の縦葺き材の水上側の端部を上から押さえている
ことを特徴とする請求項1記載の金属縦葺き材の接続構造。
2. The metal stringer connection structure according to claim 1, wherein the fixing plate presses the water-side end of the first stringer from above.
前記第1の縦葺き材および前記第2の縦葺き材は、左右方向に凹部と凸部とが繰り返し形成された凹凸屋根材であり、
前記固定板は前記凸部に対応する箇所に配置されており、
前記凸部の上面には、前記固定板を収容する収容凹所が設けられている
ことを特徴とする請求項1または請求項2に記載の金属縦葺き材の接続構造。
The first vertical lining material and the second vertical lining material are uneven roof materials in which concave portions and convex portions are repeatedly formed in the left-right direction,
The fixing plate is disposed at a location corresponding to the convex portion,
The connecting structure for a metal longitudinal member according to claim 1 or 2, wherein a housing recess for housing the fixing plate is provided on an upper surface of the convex portion.
JP2014099412A 2014-05-13 2014-05-13 Connection structure of metal vertical facing material Expired - Fee Related JP6425162B2 (en)

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Country Link
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5857414U (en) * 1981-10-15 1983-04-19 協和ガス化学工業株式会社 Synthetic resin corrugated plate fasteners
JPS5982128U (en) * 1982-11-25 1984-06-02 松下電工株式会社 Roof plate joint structure
JPS60141324U (en) * 1984-02-29 1985-09-19 積水化学工業株式会社 Roof plate fixed structure
US6415581B1 (en) * 2000-07-17 2002-07-09 Deck West, Incorporated Corrugated stiffening member

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5857414U (en) * 1981-10-15 1983-04-19 協和ガス化学工業株式会社 Synthetic resin corrugated plate fasteners
JPS5982128U (en) * 1982-11-25 1984-06-02 松下電工株式会社 Roof plate joint structure
JPS60141324U (en) * 1984-02-29 1985-09-19 積水化学工業株式会社 Roof plate fixed structure
US6415581B1 (en) * 2000-07-17 2002-07-09 Deck West, Incorporated Corrugated stiffening member

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