JPH1162120A - Metal plate roof construction of gable building - Google Patents

Metal plate roof construction of gable building

Info

Publication number
JPH1162120A
JPH1162120A JP24204497A JP24204497A JPH1162120A JP H1162120 A JPH1162120 A JP H1162120A JP 24204497 A JP24204497 A JP 24204497A JP 24204497 A JP24204497 A JP 24204497A JP H1162120 A JPH1162120 A JP H1162120A
Authority
JP
Japan
Prior art keywords
roof
plate
gable
plates
metal plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
JP24204497A
Other languages
Japanese (ja)
Inventor
Kuraji Takahashi
庫治 高橋
Yasuhiro Okuhara
靖博 奥原
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
OUMUCHIYOU KIBAKO SEISAN KYODO
OUMUCHIYOU KIBAKO SEISAN KYODO KUMIAI
Original Assignee
OUMUCHIYOU KIBAKO SEISAN KYODO
OUMUCHIYOU KIBAKO SEISAN KYODO KUMIAI
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by OUMUCHIYOU KIBAKO SEISAN KYODO, OUMUCHIYOU KIBAKO SEISAN KYODO KUMIAI filed Critical OUMUCHIYOU KIBAKO SEISAN KYODO
Priority to JP24204497A priority Critical patent/JPH1162120A/en
Publication of JPH1162120A publication Critical patent/JPH1162120A/en
Withdrawn legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

PROBLEM TO BE SOLVED: To surely prevent rain and snow from falling into a gable side (a bargeboard side) while ensuring the simplification of a roof in a gable building and the safety of execution. SOLUTION: Roof construction of this gable building is so constituted that seam joint of metal plates is made and that they are successively roofed toward a ridge beam from an eaves. In that case, drain plates 23 with an approximately L-shaped section having flat plate sections 23a coating the upper surface of a side edge section of a roof laying a sheathing roof board 11 over the specific width and rising sections 23b approximately vertically standing up from side end sections of the flat plate sections 23a are provided to both side bable faces of a roof, the rising sections 23b are so placed that they are flush with horizontal members 18 having a wedge-shaped section fixed to the upper parts of bargeboards 10, the gable side ends of the metal plates 21 are mounted on the flat plates sections 23a of the drain plates to roof the metal plates 23a while contacting to the rising sections 23b, and lap plates 24 for coating the drain plates and horizontal members are arranged to a gable.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は切妻建築物の屋根構
造に係り、とくに金属板平板葺き屋根の防水および排水
構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roof structure of a gabled building, and more particularly to a waterproof and drainage structure of a flat-plated metal plate roof.

【0002】[0002]

【従来の技術】木造建築物は、屋根の形状によって図1
0(a)〜(c)に示すように、切妻(a)、寄せ棟
(b)、入母屋(c)等に分類できる。これらの屋根形
状は、地理的風土的条件(気温、雨量、降雪量、歴史)
や家屋の大きさ等によって種々に変化する。同様に屋根
材(瓦、スレート、金属板等)も地理や風土に応じて材
質、形状がさまざまに変化する。
2. Description of the Related Art A wooden building has a structure shown in FIG.
As shown in FIGS. 0 (a) to (c), they can be classified into gables (a), ridges (b), gadgets (c), and the like. These roof shapes are based on geographical conditions (temperature, rainfall, snowfall, history)
It changes variously depending on the size of the house and the house. Similarly, materials and shapes of roof materials (tiles, slate, metal plates, etc.) vary in accordance with geography and climate.

【0003】本発明は、主として切妻屋根であって、金
属板平板葺き(いわゆるトタン屋根)の構造に関する。
切妻屋根は、形状が簡単であることが特徴であり建築コ
ストを抑える場合には有効な手段である。また特に降雪
地域では、屋根雪を速やかに落下させる必要から切妻屋
根を用いることが多い。そして降雪量に応じた屋根の軽
量化と建築コストの均衡を図るには、屋根材として金属
板を使用するのが有効である。北海道や東北北部地域の
木造建築物が、切妻を用い、かつトタン屋根材を用いる
のはこのような理由に基づく。尚、降雪量が多い北陸地
方に瓦屋根がみられるのは歴史的な技術伝播の経緯が背
後にある結果と想われる。
[0003] The present invention mainly relates to a gable roof, which is a flat-plated metal plate (so-called tin roof).
The gable roof is characterized by its simple shape, and is an effective means for reducing construction costs. Especially in snowfall areas, gable roofs are often used because it is necessary to quickly drop roof snow. It is effective to use a metal plate as a roof material in order to balance the weight of the roof and the construction cost according to the amount of snowfall. It is for this reason that wooden buildings in Hokkaido and northeastern Tohoku use gables and tin roofing. The fact that tile roofs are seen in the Hokuriku region, where snowfall is high, is thought to be a result of the historical background of technology transmission.

【0004】一方、金属板葺きの屋根も、金属板の大き
さやハゼ形状によって種々のタイプがみられる。金属板
平板を継いでゆくハゼの加工は、古い時代は板金工によ
る手作業が多く、その大きさもせいぜい一辺40cm程
度であった。しかし近時、工作機械の進歩により長尺の
金属板が用いられるようになり、トタン葺き作業も格段
に効率的になった。
[0004] On the other hand, there are various types of metal-plated roofs depending on the size and goby shape of the metal plate. In the old days, the processing of goby, which succeeds a flat metal plate, was often done manually by sheet metalwork, and the size was at most about 40 cm on a side. In recent years, however, long metal plates have been used due to advances in machine tools, and tin roofing has become much more efficient.

【0005】図11および図12は、長尺の金属板平板
1を用いた屋根の形状を例示するものである。ハゼ2を
継いでゆく方向によって二種類の屋根がある。多くの傾
斜屋根(切妻、片流れ、越屋根等)では、ハゼ2を破風
3と平行に走らせる継ぎ方をする。これは、破風(けら
ば)の端末処理が比較的容易であり、降雨や降雪を速や
かに平側(ひらがわ;矢印H方向)に落とす利点がある
ためである。この場合のハゼ2-1は、トタンの一般面5
より数十ミリの高さをもった段差形状を呈することが多
い。高い段差をもったハゼ2-1は機械加工が容易だから
である。
FIGS. 11 and 12 exemplify the shape of a roof using a long flat metal plate 1. There are two types of roofs depending on the direction in which goby 2 is inherited. On many sloping roofs (gable, single-sided, overtopping roofs, etc.), the goby 2 is run parallel to the gable 3. This is because terminal processing of gables is relatively easy, and there is an advantage that rainfall and snowfall can be quickly dropped to the flat side (Hiragana; direction of arrow H). Goby 2 -1 in this case, general surface 5 Tin
It often has a stepped shape with a height of several tens of millimeters. Goby 2 -1 with a high step is because it is easier to machine.

【0006】他方、図12に示すような軒6に平行な継
ぎ方では、段差のあるハゼは使用できない。この場合の
金属板1-2は、側面から見ると図13に示すような形状
をなしており、ハゼ2-2の部分は、雨雪を下方(矢印I
方向)にすみやかに流落させるよう破風勾配に応じた流
れ段差となっている。尚、符号7は母屋、8は垂木(た
るき)、9は棟、11は野地板、12はルーフィング
(防水シート;例えばアスファルトフェルト)である。
また14は笠木、15は棟包である。笠木14は、最上
部の金属板平板1を面圧固定する手段である。
On the other hand, in the case of a joint parallel to the eave 6 as shown in FIG. 12, a goby having a step cannot be used. Metal plate 1 -2 this case has a shape as shown in FIG. 13 when viewed from the side, parts of goby 2 -2 downward rain and snow (arrow I
Direction), the flow step is determined according to the gable gradient. Reference numeral 7 denotes a purlin, 8 denotes a rafter, 9 denotes a ridge, 11 denotes a base plate, and 12 denotes a roofing (waterproof sheet; for example, asphalt felt).
Numeral 14 is a Kasagi, and numeral 15 is a ridge package. The cap 14 is a means for fixing the uppermost flat metal plate 1 by surface pressure.

【0007】このような屋根構造では、雨や雪を単純に
平側に流すのが特徴である。切妻建築物の入り口(玄
関)は、平入り(図10の矢印T方向)と妻入り(同図
矢印U方向)とがあるが、従来の屋根構造は、いずれも
平側に水を落とすので、特に妻入り家屋では排水のこと
を考慮するまでもなかった。尚、平側に水を落とす場合
は、軒に平行に雨戸井を配すれば良い。
[0007] Such a roof structure is characterized in that rain or snow is simply flown to the flat side. The entrance (entrance) of the gabled building has a flat entrance (arrow T direction in FIG. 10) and a wife entrance (arrow U direction in FIG. 10). However, the conventional roof structure all drops water to the flat side. In particular, it was not necessary to consider drainage, especially for wife's houses. In addition, when dropping water on the flat side, it is only necessary to arrange rain doors parallel to the eaves.

【0008】[0008]

【発明が解決しようとする課題】ところで、かかる従来
の屋根構造では、施工が煩雑であり、建築コストの低減
を図ることが難しいという問題がある。理由は次の通り
である。
However, such a conventional roof structure has a problem that the construction is complicated and it is difficult to reduce the construction cost. The reason is as follows.

【0009】第一に、コストを引き下げるには、機械工
作された長尺の金属板を使用することが望ましいが、こ
の場合でも、破風(けらば)の納まり、すなわち妻側両
端部のかしめ(折曲成形)に熟練を要するため、いわゆ
る素人大工では屋根を葺くことは困難である。屋根の防
水が不完全だと、居住空間や家屋本体に著しい悪影響が
出る。例えば、近時、組立容易なログハウスが各種提案
され、短期間少人数で趣のある家屋を自力で作ることが
知られているが、このようなログハウスであっても屋根
だけは専門職(板金工または大工)に依頼するのが普通
である。
First, in order to reduce the cost, it is desirable to use a machined long metal plate. However, even in this case, the gable (keraba) is contained, that is, the caulking ( It is difficult for a so-called amateur carpenter to roof the roof because of the skill required for the folding molding. Inadequate roof waterproofing can have a significant adverse effect on living spaces and houses. For example, recently, various log houses that are easy to assemble have been proposed, and it is known that short-term, small-sized houses can be built on their own. (Sheet metal or carpenter).

【0010】図14に、けらばの納まりの一例を示す。
これは最も簡単なけらばの構造を示すもので、野地板1
1の端部を破風板10より外方に突出させ、葺き板(金
属板平板1)の端部に、当板30を介して水切板41を
形成する。この水切板41は現場で成形するものであ
り、この部分のかしめが熟練を要する作業となる。符号
Kはコーキング材、Fは軒天井である。水切板41まわ
りの施工が不十分だと、家屋の見栄えが極端に悪くなる
ばかりでなく、破風や軒天井を早期劣化させる原因とな
る。
FIG. 14 shows an example of the settlement of the kerb.
This shows the simplest structure of the flap,
1 is projected outward from the gable plate 10, and a draining plate 41 is formed at the end of the roofing plate (the flat metal plate 1) via the contact plate 30. The draining plate 41 is formed on site, and caulking of this portion is an operation requiring skill. The symbol K is a caulking material, and F is an eave ceiling. If the construction around the draining plate 41 is insufficient, not only does the appearance of the house become extremely poor, but it also causes gables and early deterioration of the eaves ceiling.

【0011】第二に、金属板のハゼ継ぎの方向と排水の
問題がある。コスト低減のために、ハゼに高い凸段差の
ある長尺金属板を用いるとしても、ハゼ継ぎの方向が図
11に示すような縦型では、作業性が悪い。縦に配した
金属板1を野地板に打ち付ける際に、下端(軒側)から
上端(棟側)にかけて人の移動が必要になり、軒に梯子
を立て掛けて一人で作業するには無理が生ずるからであ
る。またハゼ方向を縦に走らせると、冬季、屋根に積も
っていた氷雪塊が落下して軒下の歩行者等を負傷させる
等の懸念がある。例えばログハウス等の組立家屋をキッ
ト販売することを想定すると、縦方向に走るハゼによっ
て事故が生じた場合に製造物管理責任(いわゆるPL法
に基づく責任)が問われる可能性が残るわけである。
尚、従来は比較的無防備であった屋根ハゼの方向性の問
題も、近時、歩行者に対する安全のため、屋根上に雪止
めブロックを配する等の配慮がなされるようになりつつ
ある。但し、雪止めブロックは高額であり施工も簡単で
はない。
Second, there is a problem of the direction of the splicing of the metal plate and drainage. Even if a long metal plate having a high convexity step is used for the goby for cost reduction, workability is poor if the direction of the goby joint is vertical as shown in FIG. When hitting the vertically arranged metal plate 1 on the ground board, it is necessary to move a person from the lower end (eave side) to the upper end (ridge side), and it is impossible to work alone by leaning the ladder on the eave. Because. In addition, when running vertically in the goby direction, there is a concern that, in winter, snow and ice masses piled on the roof may fall and injure pedestrians and the like under the eaves. For example, if it is assumed that an assembling house such as a log house is sold as a kit, there is a possibility that a product management responsibility (a responsibility based on the PL law) may be questioned when an accident occurs due to a goby running vertically. .
In addition, the problem of the directionality of the roof goby, which has been relatively unprotected in the past, has recently been taken into consideration such as disposing a snow stopper block on the roof for safety against pedestrians. However, snow block is expensive and construction is not easy.

【0012】そこで、トタン屋根の凸ハゼは、軒に平行
に横に走らせることが望ましい。こうすれば、金属板の
打ち付けも安全容易になり、コスト面の不利もないから
である。ところが凸ハゼを軒に平行に走らせると、雨水
や融雪水は素直に下方に流れることが出来ず、妻側(破
風板側/けらば側)に流れて落下する。
Therefore, it is desirable that the convex goby of the tin roof run horizontally parallel to the eaves. This makes it easier to strike the metal plate safely, and there is no disadvantage in cost. However, when a convex goby runs parallel to the eaves, rainwater and snowmelt water cannot flow straight down, but instead flow down to the wife side (gable plate side / keraba side) and fall.

【0013】家屋の出入口が平入り構造であるならば、
雨滴が妻側に流下しても構わない。しかしながら組立家
屋のように、狭い敷地面積の中で広い空間居住性を確保
しようとする場合は、妻側に出入口を設ける妻入り家屋
構造とすることが要求され、この場合、玄関ドアのある
妻側に雨滴や雪水が流れ落ちると、生活の快適が著しく
損なわれることになり、特にキット製品の場合には品質
それ自体の基本欠陥ともなりかねない。
If the entrance of the house has a flat entrance structure,
Raindrops may flow down to my wife. However, in order to secure a large space habitability in a small site area like an assembling house, it is required to adopt a wife-in-house structure with an entrance on the wife side. In this case, a wife with an entrance door is required. If raindrops or snow water run down to the side, the comfort of life can be significantly impaired, and in the case of kit products in particular, the quality itself can be a basic defect.

【0014】そこで本発明の目的は、切妻建築物(傾斜
屋根;片流れ、越屋根、招き、のこぎりを含む)におけ
る屋根の単純と施工の安全を確保しつつ、妻側(破風
側)への雨雪流落を確実に防止する点にある。
Therefore, an object of the present invention is to provide a gable building (inclined roof; including one-sided, overtopping, inviting, and sawing), while ensuring the simplicity of the roof and the safety of construction, and at the same time, ensuring that rain on the This is to prevent snowfall.

【0015】[0015]

【課題を解決するための手段】前記目的を達成して課題
を解決するため、本発明に係る屋根構造は、野地板を張
設した屋根の側縁部上面を所定幅にわたって被覆する平
板部と、該平板部の破風板側端縁から略垂直に起立する
立上部とを有する断面略L字状の排水板を屋根の両側破
風に設置し、該立上部は、破風板の上部に固定した淀と
面一に位置させ、前記金属板の妻側端部を前記排水板の
平板部に載置し且つ立上部に当接させつつ金属板を葺
き、前記排水板および淀を被覆する包板を妻面に配設す
る。
In order to achieve the above-mentioned object and to solve the problem, a roof structure according to the present invention comprises a flat plate portion covering a top surface of a side edge portion of a roof having a field board stretched over a predetermined width. A drainage plate having a substantially L-shaped cross section having a rising portion that rises substantially perpendicularly from the edge of the flat plate portion on the gable plate side is installed on both sides of the roof, and the rising portion is fixed to the upper portion of the gable plate. A covering plate for covering the drainage plate and the drainage by placing the end of the metal plate on the flat portion of the drainage plate and abutting the drainage plate while contacting the rising portion with the end of the metal plate. Is arranged on the wife's face.

【0016】[0016]

【作用】本発明の屋根構造では、金属屋根板の打ち付け
作業を容易にし、施工時の安全性を確保するために、葺
き板の凸ハゼが軒に平行に(横に)走るよう軒先から棟
木に向け順次金属板を葺いてゆく。一方、凸ハゼを軒に
平行に走らせると、雨水や融雪水は素直に下方に流れ難
くなり、妻側(破風板側/けらば側)に向け流れるよう
になる。
In the roof structure of the present invention, in order to facilitate the work of hitting the metal shingle and to ensure the safety during construction, the roof of the roof ridge runs parallel to the eaves (sideways) from the eaves. Laying metal sheets sequentially toward. On the other hand, if the convex goby runs parallel to the eaves, rainwater and snowmelt water will not easily flow downward, but will flow toward the wife side (gable plate side / keraba side).

【0017】そこで本発明では、断面略L字状の排水板
を屋根の両側破風に設置することにより、妻面への雨水
の流下を防ぐ。排水板は、破風板の上部に固定した淀と
面一に位置させた立上部を備えており、この立上部が妻
側に流れてきた水をせき止め、平側に速やかに流れ落と
す。排水板は、さらに野地板(屋根下地)の端部を所定
幅にわたって被覆する平板部を有しており、前記立上部
と金属板端縁との間から金属板下面に水が浸入すること
があっても、浸入した水は当該平板部上面を軒先に向け
流れ落ちることとなり、屋根下地に雨水が入り込むこと
がない。
Therefore, in the present invention, rainwater is prevented from flowing down to the wife's face by installing drainage plates having a substantially L-shaped cross section on both sides of the roof. The drainage plate is provided with a rising portion which is flush with the stiffness fixed on the top of the gable plate, and the rising portion dams the water flowing to the wife side and quickly flows down to the flat side. The drainage plate further has a flat plate portion covering the end of the base plate (roof base) over a predetermined width, and water can enter the lower surface of the metal plate from between the rising portion and the edge of the metal plate. Even if it does, the water that has penetrated flows down the flat plate upper surface toward the eaves, and rainwater does not enter the roof base.

【0018】金属板を葺くにあたっては、排水板を屋根
の両側破風に設置した後、金属板端部を排水板の平板部
に載せ、立上部に当接させつつ配設すれば良く、けらば
(破風部分)において金属板端部をかしめる(折曲げ
る)など、屋根端部の煩雑な加工処理を必要としない。
When the metal plate is to be roofed, the drain plate may be installed on both sides of the roof, and then the metal plate end may be placed on the flat plate portion of the drain plate and placed in contact with the rising portion. No complicated processing of the roof edge is required, such as caulking (bending) the edge of the metal plate at the gable (gust).

【0019】さらに金属板を葺いた後、破風には包板を
設ける。この包板は破風板上部に固定した淀と排水板と
を妻側から包み込むもので、かかる包板を設けることに
より妻面側から排水板下面(屋根下地)に雨水が浸入す
ることを防ぐことが出来る。
After the metal plate is further laid, a wrapping plate is provided for the gable. This wrapper wraps the drainage plate fixed on the top of the gable plate and the drainage plate from the wife side. By providing such a wrapper plate, it is possible to prevent rainwater from entering the lower surface of the drainage plate (roof base) from the wife's side. Can be done.

【0020】[0020]

【実施例】以下、添付図面に基づいて本発明の実施例を
説明する。図1から図9は本発明に係る金属板屋根構造
の一例を示すものである。図に示すようにこの屋根構造
は、金属葺き板21の凸ハゼ2が軒に平行に(横に)走
るよう軒先6から棟木9に向け順次長尺の金属板21を
葺くもので、図において符号17は鼻隠16の上部に設
置した淀(軒淀)、22は軒淀17を覆う軒先板、18
は破風板10の上部に固定した淀(破風淀)である。軒
先板22は、最下部の葺き板の下側ハゼ2-0を掛ける係
合部22aを上端に備えるとともに、鉤状の折返部22
bを下端に備えている。尚、野地板11の上面には、防
水シート(例えばアスファルトフェルト)を貼設する。
Embodiments of the present invention will be described below with reference to the accompanying drawings. 1 to 9 show an example of a metal plate roof structure according to the present invention. As shown in the figure, the roof structure is such that a long metal plate 21 is sequentially roofed from the eaves 6 to the purlin 9 so that the convex goby 2 of the metal roofing plate 21 runs parallel (sideways) to the eaves. In the figure, reference numeral 17 denotes an eave (eave) that is installed above the fascia, 22 denotes an eaves board that covers the eaves 17, and 18
Is a dod (gable dod) fixed on the upper part of the gable plate 10. Eaves plate 22, together comprise the upper engaging portion 22a to apply a lower goby 2 -0 lowermost Fukiita, hook-shaped turned-back portion 22
b is provided at the lower end. Note that a waterproof sheet (for example, asphalt felt) is attached to the upper surface of the base plate 11.

【0021】葺き板21の長さは軒幅と略同一に設定し
てあり、屋根の両側破風に断面略L字状の排水板23を
設置してこれら排水板23の間に葺き板21を配する。
葺き板のハゼ2は、トタンの一般面5より数十mm(例
えば30〜40mm)の高さをもって段差形状を形成し
てある。高い段差をもったハゼは機械加工が容易であ
り、屋根の形成コストを低減することが出来るからであ
る。また冬季間屋根に降り積もった氷雪が滑り落ちるこ
とを防ぐことができ、雪止めブロック等を屋根に配さな
くても軒下の歩行者に対する安全性を確保することが出
来る。
The length of the roofing plate 21 is set substantially equal to the width of the eaves. A drainage plate 23 having a substantially L-shaped cross section is installed on both sides of the roof, and the roofing plate 21 is placed between the drainage plates 23. Distribute.
The roof 2 has a stepped shape with a height of several tens of mm (for example, 30 to 40 mm) from the general surface 5 of the zinc. This is because a goby having a high step is easy to machine and can reduce the cost of forming a roof. In addition, it is possible to prevent ice and snow that has accumulated on the roof from sliding down during the winter season, and it is possible to ensure safety for pedestrians under the eaves without arranging snow stoppers or the like on the roof.

【0022】排水板23は、屋根下地の側縁部を被覆す
る平板部23aと、平板部23aの破風側端縁から略垂
直に起立して葺き板21の端部を閉塞する立上部23b
とを有しており、立上部23bを破風淀18と面一に位
置させ設置する。さらに妻面には包板24を設ける。こ
の包板24は、排水板23の立上部23aと破風淀18
とを妻側から包み込むとともに、葺き板21の端部(立
上部23bへの葺き板21の当接部)を庇状に覆うもの
で、包板24の設置により妻面側から排水板23の下面
(屋根下地)への雨水の浸入、並びに立上部23bに当
接させた葺き板21の端部から屋根内部に直接雨が吹き
込むことを防ぐことが出来る。尚、軒先板22、排水板
23および包板24は、葺き板21と同様に金属板(例
えばトタン)により形成する。
The drainage plate 23 has a flat plate 23a covering the side edge of the roof base, and a rising portion 23b which stands substantially perpendicularly from the gable side edge of the flat plate 23a to close the end of the roofing plate 21b.
The rising part 23b is positioned so as to be flush with the gable dust 18. Further, a wrapping plate 24 is provided on the wife's face. The wrapping plate 24 includes the rising portion 23a of the drainage plate 23 and the
Is wrapped from the wife side, and the end of the roof plate 21 (the contact portion of the roof plate 21 to the rising portion 23b) is covered like an eave. It is possible to prevent infiltration of rainwater into the lower surface (base of the roof) and prevent rain from directly blowing into the roof from the end of the roofing plate 21 abutted on the rising portion 23b. In addition, the eaves board 22, the drainage board 23, and the wrapping board 24 are formed of a metal plate (for example, a tin) similarly to the roofing board 21.

【0023】本屋根構造の施工手順は次のとおりであ
る。 野地板11の表面に防水シートを貼る。 図4ないし図5に示すように軒先板22を淀17に取
り付ける。その際、折返部22bを淀17の下面に隙間
なく当接させ、軒面から釘を打ち固定する。 図6に示すように破風両端に排水板23を取り付け
る。排水板23は、この実施例では施工を容易にするた
め、一の破風端部について2枚の板23-1,23-2を継
いで形成している。尚、下方ほど流れ下る水の量が多く
なることを考慮し、上部板23-2に較べ、下部板23-1
の幅を大きくしてある。設置にあたっては下方の板23
-1をまず取り付け、その後、上方の板23-2を下方の板
に一定の長さだけ重ねて(符号23c)固定する。また
図7に示すように立上部23bを破風淀18と面一に位
置させる。
The construction procedure of this roof structure is as follows. A waterproof sheet is stuck on the surface of the base plate 11. As shown in FIGS. 4 and 5, the eaves plate 22 is attached to the dovetail 17. At this time, the folded portion 22b is brought into contact with the lower surface of the dodge 17 without any gap, and the nail is hit and fixed from the eaves surface. As shown in FIG. 6, drain plates 23 are attached to both ends of the gable. In this embodiment, the drain plate 23 is formed by joining two plates 23 -1 and 23 -2 at one gable end to facilitate construction. Incidentally, considering that the greater the amount of water down the more downward flow, compared to the upper plate 23 -2, the lower plate 23 -1
The width of is increased. When installing, the lower plate 23
-1 is attached first, and then the upper plate 23-2 is fixed to the lower plate by overlapping a predetermined length (reference numeral 23c). In addition, as shown in FIG. 7, the rising portion 23b is positioned flush with the gable dust 18.

【0024】金属板21を軒先から棟木に向け順次ハ
ゼ継ぎして葺いてゆく。固定用の釘Sは金属板上面から
打ち付け、たるき8に利かせる。 笠木14(図2)により最上部の葺き板を固定し、棟
包15を取付ける。 包板24を妻面に配する。包板24は前記排水板23
と同様に一の破風端部について2枚の板24-1,24-2
を継いで形成するよう構成してあり、軒面(最下部の葺
き板の先端面)に先端を合わせ、下方の板24-1をまず
設置する。次に棟面に上端を合わせて上方の板24-2
取り付ける。尚、より完全な防水を図るために、排水板
23と包板24との間にコーキング材を介在させても良
い。
The metal plates 21 are sequentially goby-jointed and roofed from the eaves to the purlin. The nail S for fixing is hit from the upper surface of the metal plate, and is used for the slack 8. The topmost roofing plate is fixed by a cap 14 (FIG. 2), and the ridge 15 is attached. The wrapper 24 is placed on the wife's face. The wrapping plate 24 is the drain plate 23
Similarly, two plates 24 -1 and 24 -2 for one gable end
The tip is aligned with the eaves surface (the tip of the bottom roofing plate), and the lower plate 24-1 is first installed. Next, the upper plate 24-2 is attached with its upper end aligned with the ridge surface. Note that a caulking material may be interposed between the drainage plate 23 and the wrapping plate 24 in order to achieve more complete waterproofing.

【0025】本屋根構造によれば、屋根端部において金
属板をかしめる等、煩雑な現場加工を行う必要がなく、
金属屋根に関する特別な技術を有しない者であっても容
易に屋根を葺くことが可能となる。作業は前記各部材を
順に釘で打って取り付けるだけで良いから、少人数でも
効率よく金属屋根を構築することが出来る。例えば組立
容易なログハウス等、自力で建築可能なハウスに対し本
屋根構造を適用すれば、板金工や大工等、専門職に依頼
することなく、屋根形成を含めた全工程を自力で施工す
ることが可能となる。
According to the present roof structure, there is no need to perform complicated on-site processing such as caulking a metal plate at the roof edge.
Even a person who does not have a special technique regarding a metal roof can easily roof the roof. Since the work only needs to be nailed and attached to each of the above members in order, it is possible to efficiently construct a metal roof even with a small number of people. For example, if this roof structure is applied to a house that can be built on its own, such as a log house that is easy to assemble, the entire process including the roof formation can be performed by itself without relying on professionals such as sheet metal work and carpenters. It becomes possible.

【0026】また凸ハゼを縦方向に(軒に直角に)走ら
せる屋根と異なって、野地板に金属板を打ち付ける際に
屋根を上下方向に作業者が移動する必要がなく、作業時
の安全性も高い。また、葺き板の凸ハゼが軒に平行に形
成されるから、冬季、屋根に積もった氷雪が落下して軒
下の歩行者に被害を与えるような事故を防ぐことが出来
る。さらに排水板および包板により妻側への雨水の流
落、並びに屋根下地への浸水を確実に防ぐことができる
から、妻側に出入口開口を設けて不都合が生じるような
ことがなく、限られた敷地面積の中で広く快適な居住空
間を形成することが出来る。
Also, unlike a roof that runs a convex goby in the vertical direction (at right angles to the eaves), it is not necessary for an operator to move the roof up and down when hitting a metal plate on a field board, thereby ensuring safety during work. The nature is also high. In addition, since the convex goby of the roofing plate is formed parallel to the eaves, it is possible to prevent accidents in which ice and snow on the roof fall in winter and damage pedestrians under the eaves. Furthermore, since the drainage plate and the wrapping plate can reliably prevent rainwater from flowing to the wife's side and inundation into the roof foundation, there is no inconvenience caused by providing an entrance opening on the wife's side, and it is limited. A large and comfortable living space can be formed in the site area.

【0027】尚、前記実施例では軒と略同一長さの葺き
板を使用したが、例えば軒が長い場合等、葺き板を横方
向に(軒に平行に)複数枚継いで葺いても構わない。ま
た排水板(23)および包板(24)は、実施例では一
の施工部分(破風端部)について2枚の板を継いで形成
することとしたが、軒から棟まで連続した1枚の板で排
水板や包板を構成することも出来るし、3枚以上の板を
継いで形成することも可能である。さらに本発明にいう
切妻建築物は、片流れ、越屋根、招き、のこぎり等の傾
斜屋根を含むものであり、これらの屋根形状に対しても
本発明は適用可能である。
In the above-described embodiment, a roof plate having substantially the same length as the eave is used. However, for example, when the eave is long, a plurality of the roof plates may be connected in a horizontal direction (parallel to the eave) to be roofed. Absent. Further, in the embodiment, the drainage plate (23) and the wrapping plate (24) are formed by joining two plates for one construction part (gable end), but one continuous piece from the eave to the ridge is formed. The drainage plate or the wrapping plate can be constituted by a plate, or three or more plates can be connected and formed. Furthermore, the gabled building referred to in the present invention includes sloped roofs such as one-sided, overtopping, inviting, and sawing, and the present invention is applicable to these roof shapes.

【0028】[0028]

【発明の効果】以上説明したように本発明に係る切妻建
築物の金属板屋根構造によれば、切妻建築物における屋
根の単純と施工の安全を確保しつつ、妻側(破風側)へ
の雨雪流落を確実に防止することが出来る。
As described above, according to the metal plate roof structure of the gabled building according to the present invention, the roof of the gabled building can be secured to the gable side while the simplicity of the roof and the construction safety can be ensured. Rainfall can be reliably prevented.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明に係る金属板屋根構造の一例を示す斜視
図である。
FIG. 1 is a perspective view showing an example of a metal plate roof structure according to the present invention.

【図2】前記図1のA−A矢視断面図である。FIG. 2 is a sectional view taken along the line AA of FIG. 1;

【図3】前記図1のB−B矢視断面図である。FIG. 3 is a sectional view taken along the line BB of FIG. 1;

【図4】本発明に係る屋根構造の施工手順(軒先板の取
付)を示す図である。
FIG. 4 is a diagram showing a construction procedure (installation of an eaves front plate) of the roof structure according to the present invention.

【図5】同じく本発明に係る屋根構造の施工手順(軒先
板の取付)を示す図である。
FIG. 5 is a view showing a construction procedure (installation of an eaves front plate) of the roof structure according to the present invention.

【図6】本発明に係る屋根構造の施工手順(排水板の取
付)を示す図である。
FIG. 6 is a diagram showing a construction procedure (installation of a drainage plate) of the roof structure according to the present invention.

【図7】同じく本発明に係る屋根構造の施工手順(排水
板の取付)を示す図である。
FIG. 7 is a view showing a construction procedure (installation of a drainage plate) of the roof structure according to the present invention.

【図8】本発明に係る屋根構造の施工手順(金属板の取
付)を示す図である。
FIG. 8 is a view showing a construction procedure (attachment of a metal plate) of the roof structure according to the present invention.

【図9】本発明に係る屋根構造の施工手順(包板の取
付)を示す図である。
FIG. 9 is a view showing a construction procedure (attachment of a wrapping plate) of the roof structure according to the present invention.

【図10】(a)〜(c)はそれぞれ屋根構造を例示す
る図である。
FIGS. 10A to 10C are diagrams illustrating a roof structure, respectively.

【図11】従来の金属板屋根構造の一例を示す図であ
る。
FIG. 11 is a diagram showing an example of a conventional metal plate roof structure.

【図12】従来の金属板屋根構造の別の例を示す図であ
る。
FIG. 12 is a view showing another example of the conventional metal plate roof structure.

【図13】図12の屋根構造におけるハゼ形状を示す図
である。
FIG. 13 is a view showing a goby shape in the roof structure of FIG. 12;

【図14】従来のけらばの納まりを例示する図である。FIG. 14 is a diagram illustrating an example of a conventional kerb.

【符号の説明】[Explanation of symbols]

2 ハゼ 6 軒先 7 母屋 8 たるき 9 棟木 10 破風板 11 野地板 14 笠木 15 棟包 16 鼻隠 17 軒淀 18 破風淀 21 金属板(葺き板) 22 軒先板 23 排水板 24 包板 2 Goby 6 eaves 7 Main building 8 Barbecue 9 Ridge 10 Gable board 11 Noh board 14 Kasagi 15 ridge parcel 16 Hananokari 17 House Yodo 18 Gout Yodo 21 Metal plate (roofing board) 22 Eaves board 23 Drain plate 24 Hood plate

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 金属板をハゼ継ぎし、軒先から棟木に向
け順次葺いてなる切妻建築物の屋根構造において、 野地板を張設した屋根の側縁部上面を所定幅にわたって
被覆する平板部と、該平板部の破風側端縁から略垂直に
起立する立上部とを有する断面略L字状の排水板を屋根
の両側破風面に設置し、 該立上部は、破風板の上部に固定した淀と面一に位置さ
せ、 前記金属板の破風側端部を前記排水板の平板部に載置し
且つ立上部に当接させつつ金属板を葺き、 前記排水板および淀を被覆する包板を破風に配設するこ
とを特徴とする切妻建築物の金属板屋根構造。
1. A roof structure of a gabled building in which a metal plate is goby-joined and sequentially roofed from an eaves to a purlin, wherein a flat portion covering a predetermined width of a side edge upper surface of a roof on which a field board is stretched is provided. A drainage plate having a substantially L-shaped cross section having a rising portion that rises substantially perpendicularly from the gable side edge of the flat plate portion is installed on both gable surfaces of the roof, and the rising portion is fixed to the upper portion of the gable plate. A metal plate placed on the flat side of the drainage plate and placed on the flat part of the drainage plate, and the metal plate is roofed while being brought into contact with the rising portion; The metal plate roof structure of the gabled building characterized by arranging gables.
JP24204497A 1997-08-22 1997-08-22 Metal plate roof construction of gable building Withdrawn JPH1162120A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24204497A JPH1162120A (en) 1997-08-22 1997-08-22 Metal plate roof construction of gable building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24204497A JPH1162120A (en) 1997-08-22 1997-08-22 Metal plate roof construction of gable building

Publications (1)

Publication Number Publication Date
JPH1162120A true JPH1162120A (en) 1999-03-05

Family

ID=17083442

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24204497A Withdrawn JPH1162120A (en) 1997-08-22 1997-08-22 Metal plate roof construction of gable building

Country Status (1)

Country Link
JP (1) JPH1162120A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019183533A (en) * 2018-04-12 2019-10-24 ミサワホーム株式会社 Roof structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019183533A (en) * 2018-04-12 2019-10-24 ミサワホーム株式会社 Roof structure

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