JPH0354745B2 - - Google Patents
Info
- Publication number
- JPH0354745B2 JPH0354745B2 JP22366185A JP22366185A JPH0354745B2 JP H0354745 B2 JPH0354745 B2 JP H0354745B2 JP 22366185 A JP22366185 A JP 22366185A JP 22366185 A JP22366185 A JP 22366185A JP H0354745 B2 JPH0354745 B2 JP H0354745B2
- Authority
- JP
- Japan
- Prior art keywords
- face plate
- plate
- ridge
- reinforcing plate
- reinforcing
- 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.)
- Expired
Links
- 230000003014 reinforcing effect Effects 0.000 claims description 33
- 239000002184 metal Substances 0.000 claims description 7
- 229910052751 metal Inorganic materials 0.000 claims description 7
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims description 5
- 229910052802 copper Inorganic materials 0.000 claims description 5
- 239000010949 copper Substances 0.000 claims description 5
- 239000010935 stainless steel Substances 0.000 claims description 4
- 229910001220 stainless steel Inorganic materials 0.000 claims description 4
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 2
- 239000008397 galvanized steel Substances 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 claims 1
- 239000010959 steel Substances 0.000 claims 1
- 239000000463 material Substances 0.000 description 10
- 230000000630 rising effect Effects 0.000 description 10
- 238000010276 construction Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 6
- 238000005452 bending Methods 0.000 description 5
- 238000007664 blowing Methods 0.000 description 3
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 239000011810 insulating material Substances 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 210000002268 wool Anatomy 0.000 description 2
- 239000000470 constituent Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は、棟側から軒側にかけて順次葺くよ
うにした横葺き屋根構造に関し、特に、銅または
ステンレス等の薄い金属板を面板として用いた屋
根に好適な屋根構造に係るものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a horizontal roof structure in which the roof is roofed sequentially from the ridge side to the eave side, and in particular, it relates to a horizontal roof structure in which the roof is roofed sequentially from the ridge side to the eave side. The present invention relates to a roof structure suitable for roofs that have been previously used.
上から下へ、すなわち棟側から軒側にかけて面
板を順次葺くようにした屋根構造は、軒側から棟
側にかけて面板を葺く工法と比べて、棟仕舞を現
場施工により寸法合せする必要がないばかりか、
施工終了地点から順次繰下がつてくるので、材料
の荷上げ作業も簡単であり、さらには施工終了箇
所を作業者が再び踏むことがないため、金属面板
に損傷が生じないで済むので金属薄板を面板とし
て用いた工法には好適である。
A roof structure in which the face plates are installed sequentially from the top to the bottom, that is, from the ridge side to the eave side, requires the dimensions of the ridge finish to be adjusted on-site, compared to a construction method in which the face plates are installed from the eave side to the ridge side. Not only not, but
Since the work is carried out sequentially from the point where construction is completed, unloading of materials is easy.Furthermore, since the worker does not step on the point where construction has been completed again, there is no damage to the metal face plate, so it is possible to use thin metal sheets. It is suitable for construction methods using as a face plate.
しかしながら、面板として銅またはステンレス
などの材料からなる薄板を使用した場合に、風に
よる吹き上げにより面板自体が負圧で膨らみ易い
と云う問題がある。また、銅などの薄い面板は、
施工時あるいは搬送時に面板自体が損傷しやすい
だけでなく、折れ曲がりや、ねじれなどの変形を
しやすいなど取扱いが面倒であるという問題もあ
つた。さらに、薄い面板の場合には、施工後に変
形しやすい他、雨音が大きくなるという問題点も
あつた。
However, when a thin plate made of a material such as copper or stainless steel is used as the face plate, there is a problem in that the face plate itself tends to swell due to negative pressure due to wind blowing up. In addition, thin face plates such as copper,
Not only is the face plate itself easily damaged during construction or transportation, but it is also prone to bending, twisting, and other deformations, making it difficult to handle. Furthermore, in the case of a thin face plate, there were problems in that it was easily deformed after installation and that the sound of rain became louder.
勿論、面板そのものの材厚を厚くすれば上記の
問題点を相当解決することも可能であるが、この
場合には材料費が極めて高価となり、経済性の点
で問題がある。 Of course, it is possible to considerably solve the above problems by increasing the material thickness of the face plate itself, but in this case, the material cost becomes extremely high and there is a problem in terms of economic efficiency.
この発明は、以上の問題点を解決するためにな
されたものであつて、銅、ステンレスなどを用い
た薄手の金属面板特有の強風時における浮き上が
りの防止の他、施工時における面板の損傷防止、
遮音機能の向上、および施工性の向上、および安
価な提供を目的としている。 This invention was made in order to solve the above problems, and in addition to preventing the lifting of thin metal face plates made of copper, stainless steel, etc. during strong winds, it also prevents damage to the face plate during construction.
The purpose is to improve sound insulation function, improve workability, and provide low cost.
〔問題点を解決するための手段〕
前記目的を達成するため、この発明は、金属屋
根板からなる面板５の軒側係合部６と棟側係合部
７とを、棟側から軒側にかけて吊子１０を介して
横葺く屋根であつて、
前記面板５の裏面に、面板５とほぼ同一形状に
形成した補強板４を装設したことを特徴としてい
る。[Means for solving the problem] In order to achieve the above-mentioned object, the present invention provides a structure in which the eave-side engaging portion 6 and the ridge-side engaging portion 7 of the face plate 5 made of a metal roof plate are moved from the ridge side to the eave side. It is a roof that is horizontally roofed with hangers 10 interposed therebetween, and is characterized in that a reinforcing plate 4 formed in almost the same shape as the face plate 5 is installed on the back side of the face plate 5.
面板の裏面に、面板とほぼ同一形状の補強板を
装設したため、施工後において風の吹き上げによ
る面板の変形を防止しやすくなる。また、棟側か
ら軒側に横葺くため、施工済みの箇所を作業者が
踏みつけることがなくなり、面板が薄板であつて
も面板に損傷を生じないため、仕上りがきれいで
ある。
A reinforcing plate with almost the same shape as the face plate is installed on the back of the face plate, making it easier to prevent the face plate from deforming due to wind blowing up after construction. In addition, because the roofing is laid horizontally from the ridge side to the eaves side, workers will not step on areas that have already been installed, and even if the face plate is thin, the face plate will not be damaged, resulting in a clean finish.
また、補強板が面板の裏面に装設されているの
で、雨などに対する遮音作用がある。しかも、面
板と補強板とで二重構造となり、強度性と雨漏り
防止の点でも優れる。 Also, since the reinforcing plate is installed on the back side of the face plate, it has a sound insulation effect against rain and the like. Moreover, it has a double structure with a face plate and a reinforcing plate, which is excellent in terms of strength and leak prevention.
以下、この発明の一実施例を図面を用いて詳細
に説明する。
Hereinafter, one embodiment of the present invention will be described in detail using the drawings.
第１図はこの発明に係る横葺き屋根構造を示す
断面図である。 FIG. 1 is a sectional view showing a horizontal roof structure according to the present invention.
図において、１はＣ形チヤンネル状の金属製の
母屋、２は母屋１の上部に、ボルト締め、溶接な
どにより固定され、かつ軒先側から棟側に向けて
所定の勾配で立ち上がる断面ハツト形の垂木であ
り、この垂木２および母屋１による屋根支持材を
構成している。 In the figure, 1 is a metal main building in the form of a C-shaped channel, and 2 is a hat-shaped cross-sectional structure that is fixed to the upper part of the main building 1 by bolting, welding, etc., and rises at a predetermined slope from the eave side to the ridge side. These rafters 2 and the main building 1 constitute a roof supporting material.
垂木２上には、長尺で断面がくさび形の断熱
材、遮音材、或いは木毛板等の内層材３が棟側か
ら軒側に向けて所定の段差を設けて固定されてい
る。 On the rafters 2, an inner layer material 3 such as a heat insulating material, a sound insulating material, or a wood wool board, which is long and has a wedge-shaped cross section, is fixed at a predetermined step from the ridge side toward the eaves side.
各内層材３の上面には補強板４およびその上面
に面板５が吊子１０を介して垂木２上に固定され
ている。 A reinforcing plate 4 is fixed to the upper surface of each inner layer material 3, and a face plate 5 is fixed to the rafter 2 via hangers 10 on the upper surface thereof.
以下、上記の各構成部材について詳述する。 Each of the above-mentioned constituent members will be explained in detail below.
補強板４は、例えば亜鉛メツキ鋼板からなる板
厚1.5mm程度のプレス成形品からなるものである。
補強板４には、第２図および第３図に示すよう
に、面板部４ｂの端部に軒側係合部４ｃと棟側係
合部４ｄとが形成されている。軒側係合部４ｃ
は、垂下部４ｅ、屈曲部４ｆ、起立部４ｇとから
形成され、棟側係合部４ｄは、立上り部４ｈ、屈
曲部４ｉ立上り抱持部４ｊとから形成されてい
る。そして、補強板４の形状は、後述する面板５
の裏面に装設可能なように面板５とほぼ同一の形
状となるように形成されている。第５図中、４ａ
は補強板４の所要箇所に設けられた補強用の凹部
である。 The reinforcing plate 4 is a press-formed product made of, for example, a galvanized steel plate and having a thickness of about 1.5 mm.
As shown in FIGS. 2 and 3, the reinforcing plate 4 has an eaves-side engaging portion 4c and a ridge-side engaging portion 4d formed at the end of the face plate portion 4b. Eaves side engaging part 4c
is formed from a hanging portion 4e, a bent portion 4f, and a standing portion 4g, and the ridge side engaging portion 4d is formed from a rising portion 4h, a bent portion 4i, and a rising holding portion 4j. The shape of the reinforcing plate 4 is determined by the shape of the face plate 5, which will be described later.
It is formed to have almost the same shape as the face plate 5 so that it can be installed on the back surface of the face plate 5. In Figure 5, 4a
are reinforcing recesses provided at required locations on the reinforcing plate 4.
上記面板５は、厚さ約0.4mm程度の銅板または
ステンレスからなり、第２図に示すように、面板
部５ａの端部に軒側係合部６と棟側係合部７が形
成されている。すなわち、軒側係合部６と棟側係
合部７の係合箇所と内層材３の軒側端部との間に
は、後述する吊子１０を固定するに足りる空隙２
０を有しており、軒側係合部６は、垂下部６ａ、
第１屈曲部６ｂ、起立部６ｃおよび第２屈曲部６
ｄが順次形成され、棟側係合部７には、立上り部
７ａ、第１屈曲部７ｂ、起立部７ｃおよび抱持部
７ｄが順次形成される。 The face plate 5 is made of a copper plate or stainless steel with a thickness of approximately 0.4 mm, and as shown in FIG. 2, an eave side engaging portion 6 and a ridge side engaging portion 7 are formed at the end of the face plate portion 5a. There is. That is, there is a gap 2 between the engagement part of the eave side engaging part 6 and the ridge side engaging part 7 and the eave side end of the inner layer material 3, which is sufficient to fix the hanger 10 described later.
0, and the eave side engaging portion 6 has a hanging portion 6a,
The first bent part 6b, the standing part 6c and the second bent part 6
d are sequentially formed, and the ridge-side engaging portion 7 is sequentially formed with a rising portion 7a, a first bent portion 7b, an upright portion 7c, and a holding portion 7d.
１０は金属製の吊子であつて、第２図および第
４図に示すように垂木２への固定部１０ａと、起
立部１０ｂ、屈曲部１０ｃ、第２起立部１０ｄ、
第２起立部１０ｄからほぼへの字形に屈曲した係
止部１０ｅ、係止部１０ｅから垂下した垂下部１
０ｆ、さらに棟側へ折曲げた折曲部１０ｇおよび
立上り係止部１０ｈとから構成されている。１０
ｉは固定部１０ａに穿設した垂木２と母屋１とへ
固定するボルト・ナツトからなる固定具１５用の
ボルト挿通孔である。 10 is a metal hanger, and as shown in FIGS. 2 and 4, it has a fixing part 10a to the rafter 2, an upright part 10b, a bent part 10c, a second upright part 10d,
A locking portion 10e bent from the second upright portion 10d into a substantially curved shape, and a hanging portion 1 hanging down from the locking portion 10e.
0f, a bent portion 10g further bent toward the ridge side, and a rising locking portion 10h. 10
Reference numeral ``i'' indicates a bolt insertion hole for a fixing device 15 made of bolts and nuts for fixing the rafter 2 and the main building 1 to the fixing part 10a.
以下、上記構成の各屋根部材を用いて棟側から
軒側に順次横葺きする工程を説明する。 Hereinafter, the process of horizontally roofing from the ridge side to the eave side using each roof member having the above configuration will be explained.
まず、棟側の図示省略した固定部材に、垂木２
上の面板５の棟側係合部７を固定し、面板５の裏
面に木毛板等の内層材３を敷設する。この際、補
強板４は、作業性の点および面板５への損傷防止
のため面板５の裏面に裏面と重合するように予め
介在させておくか、或いは面板に裏打ちしてお
く。 First, attach the rafters 2 to the fixed members (not shown) on the ridge side.
The ridge side engaging portion 7 of the upper face plate 5 is fixed, and an inner layer material 3 such as a wood wool board is laid on the back side of the face plate 5. At this time, in order to improve workability and prevent damage to the face plate 5, the reinforcing plate 4 is either interposed in advance on the back surface of the face plate 5 so as to overlap with the back surface, or is lined with the face plate.
次に、補強板４の垂下部４ｅ内面と吊子１０の
垂下部１０ｆとが当接するように、吊子１０を空
隙２０を通して軒側から挿入し、吊子１０の固定
部１０ａをボルト・ナツトからなる固定具１５に
よつて母屋１と垂木２上に固定する。なお吊子の
固定は垂木２上にのみ固定するようにしてもよ
い。 Next, the hanger 10 is inserted from the eave side through the gap 20 so that the inner surface of the hanging part 4e of the reinforcing plate 4 and the hanging part 10f of the hanger 10 are in contact with each other, and the fixed part 10a of the hanger 10 is fixed with bolts and nuts. It is fixed on the main building 1 and the rafters 2 by means of a fixing device 15 consisting of. Note that the hanger may be fixed only on the rafter 2.
さらに、面板５と補強板４の棟側係合部７と４
ｄとを、前記空隙２０内で、かつ吊子１０の屈曲
部１０ｃと係止部１０ｅとの間から挿入する。 Furthermore, the ridge side engaging portions 7 and 4 of the face plate 5 and the reinforcing plate 4
d is inserted into the gap 20 and between the bent part 10c and the locking part 10e of the hanger 10.
そして、挿入後、補強板４の起立部４ｇに、軒
側係合部６の起立部６ｃと、棟側係合部７の起立
部７ｃと、補強板４の抱持部４ｊとが重ね合つた
状態となるように、棟側係合部７と４ｄを軒側へ
引張つて係止する。同時に、吊子１０の係止部１
０ｅ内側に位置する補強板４の抱持部４ｊの先端
が、面板５の軒側係合部６の抱持部７ｄを抱持す
ると共に、この抱持部７ｄが面板５の棟側係合部
７の第２屈曲部６ｄをしつかりと抱持する。 After insertion, the upright portion 4g of the reinforcing plate 4, the upright portion 6c of the eaves side engaging portion 6, the upright portion 7c of the ridge side engaging portion 7, and the holding portion 4j of the reinforcing plate 4 overlap. Pull the ridge-side engaging portions 7 and 4d toward the eaves so that they are in a hanging state. At the same time, the locking part 1 of the hanger 10
The tip of the holding part 4j of the reinforcing plate 4 located inside 0e holds the holding part 7d of the eaves side engagement part 6 of the face plate 5, and this holding part 7d also holds the ridge side engagement part of the face plate 5. Firmly hold the second bent portion 6d of the portion 7.
このようにして、順次、棟側から軒側へと屋根
面を横葺くものである。 In this way, the roof surface is successively covered horizontally from the ridge side to the eave side.
以上の構成において、屋根面に風を伴う雨が吹
き付けた場合、風雨は、面板５の係合面から内部
に浸入して面板５を押上げるモーメントを生じ
る。この場合、面板５単体ではその板厚が薄いた
め膨もうとするが、補強板４にモーメントが加わ
ることにより膨むことがない。さらに補強板４は
吊子１０によつてしつかりと固定されているため
強風にも十分耐えられる。 In the above configuration, when rain accompanied by wind blows on the roof surface, the wind and rain penetrate into the interior through the engagement surface of the face plate 5 and generate a moment that pushes the face plate 5 up. In this case, the face plate 5 alone tends to swell due to its thin thickness, but the moment applied to the reinforcing plate 4 prevents it from swelling. Furthermore, since the reinforcing plate 4 is firmly fixed by the hangers 10, it can sufficiently withstand strong winds.
なお、吊子１０の固定部１０ａは、係合部分よ
り下部でかつ軒側に位置しているため、押し上げ
ようとする力が強い程下向きのモーメントによる
抵抗力を生じ、さらに耐久性を増している。 In addition, since the fixed part 10a of the hanger 10 is located below the engaging part and on the side of the eaves, the stronger the pushing force is, the more resistance is generated by the downward moment, further increasing the durability. There is.
一方、係合面から浸入しようとする雨水は、面
板５の垂下部６ａと立上り部７ａとが同一面を形
成しているため、内部に浸入しにくくなつてい
る。すなわち、前記垂下部６ａと立上り部７ａと
が面一に係合することで、強風雨下にあつても雨
水は、ほぼ垂直な面一の係合面に添つて吹き上げ
られてしまい、内部に浸入する雨水の量は非常に
少ない。また、内部に雨水が浸入した場合でも、
係合構造が前記のように複雑な階段状の構成とな
つて密着しているので、万一、強風によつて、各
構成部分を乗り越えて雨水が浸入したとしても、
雨水は、補強板４の上面を伝つて屋根勾配に沿つ
て下部側に流出するようになる。 On the other hand, rainwater that attempts to enter from the engagement surface is difficult to enter into the interior because the hanging portion 6a and the rising portion 7a of the face plate 5 form the same surface. That is, since the hanging portion 6a and the rising portion 7a are engaged flush with each other, even under strong wind and rain, rainwater is blown up along the almost vertical flush engagement surface and is not allowed to flow inside. The amount of rainwater infiltrating is very small. In addition, even if rainwater enters the interior,
As the engagement structure has a complex step-like structure as described above and is in close contact with each other, even if rainwater were to infiltrate through each component due to strong winds,
Rainwater flows along the upper surface of the reinforcing plate 4 and flows out to the lower side along the roof slope.
なお、前記実施例では補強板４を平板としてあ
るが、第５図の如く補強板４に屋根勾配方向に沿
う複数の補強用凹部４ａを形成しておくことによ
り、さらに面板５に対する補強効果を得られると
同時に、樋としての機能を兼用できるのでより好
ましいものとなる。さらに、補強板の左右幅は使
用目的に応じて広くして使用することもできる。 In the above embodiment, the reinforcing plate 4 is a flat plate, but by forming a plurality of reinforcing recesses 4a along the roof slope direction in the reinforcing plate 4 as shown in FIG. 5, the effect of reinforcing the face plate 5 can be further enhanced. This is more preferable because it can also function as a gutter. Furthermore, the horizontal width of the reinforcing plate can be widened depending on the purpose of use.
本発明は前記のような構成であつて、面板の裏
面に、面板とほぼ同一形状の補強板を装設したた
め、施工後において風の吹き上げによる面板の変
形を防止しやすくなる。また、棟側から軒側に横
葺くため、施工済みの箇所を作業者が踏みつける
ことがなくなり、面板が薄板であつても面板に損
傷を生じないため、仕上りがきれいである。ま
た、補強板が面板の裏面に装設されているので、
雨などに対する遮音効果がある。しかも、面板と
補強板とで二重構造となり、強度性と雨漏り防止
の点でも優れるという多くの効果を有する。
The present invention has the above-mentioned configuration, and since a reinforcing plate having substantially the same shape as the face plate is installed on the back side of the face plate, deformation of the face plate due to wind blowing up after construction can be easily prevented. In addition, because the roofing is laid horizontally from the ridge side to the eaves side, workers will not step on areas that have already been installed, and even if the face plate is thin, the face plate will not be damaged, resulting in a clean finish. In addition, since the reinforcing plate is installed on the back of the face plate,
It has a sound insulation effect against rain, etc. Moreover, it has a double structure consisting of a face plate and a reinforcing plate, and has many effects such as being superior in terms of strength and leakage prevention.
第１図はこの発明の屋根構造を示す断面説明
図、第２図は係合部分の拡大断面説明図、第３図
は補強板の部分切欠斜視説明図、第４図は吊子の
斜視図、第５図は補強板の変形例を示す部分切欠
斜視図である。
１……母屋、２……垂木、３……内層材、４…
…補強板、４ａ……凹部、４ｂ……面板部、４ｃ
……軒側係合部、４ｄ……棟側係合部、４ｅ……
垂下部、４ｆ……屈曲部、４ｇ……起立部、４ｈ
……立上り部、４ｉ……屈曲部、４ｊ……立上り
抱持部、５……面板、５ａ……面板部、６……面
板の軒側係合部、６ａ……垂下部、６ｂ……第１
屈曲部、６ｃ……起立部、６ｄ……第２屈曲部、
７……面板の棟側係合部、７ａ……立上り部、７
ｂ……第１屈曲部、７ｃ……起立部、７ｄ……抱
持部、１０……吊子、１０ａ……固定部、１０ｂ
……起立部、１０ｃ……屈曲部、１０ｄ……第２
起立部、１０ｅ……係止部、１０ｆ……垂下部、
１０ｇ……折曲部、１０ｈ……立上り係止部、１
０ｉ……ボルト挿通孔、１５……固定具、２０…
…空隙。
Fig. 1 is a cross-sectional explanatory view showing the roof structure of the present invention, Fig. 2 is an enlarged cross-sectional explanatory view of the engaging portion, Fig. 3 is a partially cutaway perspective view of the reinforcing plate, and Fig. 4 is a perspective view of the hanger. , FIG. 5 is a partially cutaway perspective view showing a modification of the reinforcing plate. 1...Main building, 2...Rafters, 3...Inner layer material, 4...
...Reinforcement plate, 4a...Concave portion, 4b...Front plate portion, 4c
...Eaves side engaging part, 4d...Ridge side engaging part, 4e...
Drooping part, 4f...bent part, 4g...standing part, 4h
...Rising portion, 4i...Bending portion, 4j...Rising holding portion, 5...Face plate, 5a...Face plate portion, 6...Eave side engaging portion of face plate, 6a...Descent portion, 6b... 1st
Bent part, 6c... Standing part, 6d... Second bent part,
7... Ridge side engaging part of face plate, 7a... Rising part, 7
b...first bending part, 7c...standing part, 7d...holding part, 10...hanger, 10a...fixing part, 10b
...Standing part, 10c...Bending part, 10d...Second
Standing part, 10e...locking part, 10f...hanging part,
10g...Bending part, 10h...Rising locking part, 1
0i...Bolt insertion hole, 15...Fixing tool, 20...
...Void.
Claims (1)
棟側係合部７とを、棟側から軒側にかけて吊子１
０を介して横葺く屋根であつて、 前記面板５の裏面に、面板５とほぼ同一形状に
形成した補強板４を装設した ことを特徴とする横葺き屋根構造。 ２ 補強板４に複数の補強用凹部４ａを形成した
特許請求の範囲第１項に記載の横葺き屋根構造。 ３ 面板５は、厚さ0.4mm以下の銅またはステン
レスのプレス成形体である特許請求の範囲第１項
または第２項に記載の横葺き屋根構造。 ４ 補強板４は厚さ1.5mm以上の鋼または亜鉛メ
ツキ鋼板のプレス成形体である特許請求の範囲第
１項ないし第３項のいずれかに記載の横葺き屋根
構造。[Scope of Claims] 1. The eave-side engaging portion 6 and the ridge-side engaging portion 7 of the face plate 5 made of a metal roof plate are connected by a hanger 1 from the ridge side to the eave side.
1. A horizontally-roofed roof structure characterized in that a reinforcing plate 4 formed in substantially the same shape as the faceplate 5 is installed on the back side of the faceplate 5. 2. The horizontal roof structure according to claim 1, wherein a plurality of reinforcing recesses 4a are formed in the reinforcing plate 4. 3. The horizontal roof structure according to claim 1 or 2, wherein the face plate 5 is a press-molded body of copper or stainless steel with a thickness of 0.4 mm or less. 4. The horizontal roof structure according to any one of claims 1 to 3, wherein the reinforcing plate 4 is a press-formed product of steel or galvanized steel plate with a thickness of 1.5 mm or more.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22366185A JPS6286256A (en) | 1985-10-09 | 1985-10-09 | Laterally shingled roof structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22366185A JPS6286256A (en) | 1985-10-09 | 1985-10-09 | Laterally shingled roof structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6286256A JPS6286256A (en) | 1987-04-20 |
| JPH0354745B2 true JPH0354745B2 (en) | 1991-08-21 |
Family
ID=16801666
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP22366185A Granted JPS6286256A (en) | 1985-10-09 | 1985-10-09 | Laterally shingled roof structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6286256A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH063720Y2 (en) * | 1987-02-19 | 1994-02-02 | トヨタ自動車株式会社 | Automotive bumper |
| DE10259336A1 (en) * | 2002-12-18 | 2004-07-08 | Saint-Gobain Isover G+H Ag | Shaped mineral wool insulation board |
-
1985
- 1985-10-09 JP JP22366185A patent/JPS6286256A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6286256A (en) | 1987-04-20 |
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