JPS62258043A - Lateral shingling roof panel - Google Patents
Lateral shingling roof panelInfo
- Publication number
- JPS62258043A JPS62258043A JP9940286A JP9940286A JPS62258043A JP S62258043 A JPS62258043 A JP S62258043A JP 9940286 A JP9940286 A JP 9940286A JP 9940286 A JP9940286 A JP 9940286A JP S62258043 A JPS62258043 A JP S62258043A
- Authority
- JP
- Japan
- Prior art keywords
- face plate
- holding
- engaging
- eave
- ridge
- 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.)
- Granted
Links
- 238000000465 moulding Methods 0.000 claims description 21
- 239000002184 metal Substances 0.000 claims description 17
- 239000000463 material Substances 0.000 claims description 14
- 230000000630 rising effect Effects 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 230000006837 decompression Effects 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 239000002699 waste material Substances 0.000 description 3
- 239000000428 dust Substances 0.000 description 2
- 238000012827 research and development Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000006424 Flood reaction Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000001629 suppression Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は金属鋼板製の横葺き屋根板に関し、さらに詳
細には、防錆用焼付は塗装などを施した所定巾による長
尺金属鋼板の両側端部に、予め相互係合のための所定断
面形状による軒側9棟側係合部をそれぞれに賦形させた
横葺き屋根板にあって、特に軒側9棟側相互の各係合部
の改良構造に係るものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to horizontal roofing sheets made of metal steel sheets, and more specifically, anti-corrosion baking is performed on long metal steel sheets of a predetermined width that are coated with paint or the like. It is a horizontal roof board in which engagement parts on both sides of the eaves are formed in advance in a predetermined cross-sectional shape for mutual engagement, and in particular, each engagement between the nine eave sides This relates to the improved structure of the section.
〔従来の技術〕 ゛
従来から、長尺金属鋼板を用いた横葺き形式の屋根板に
ついては、様々な形式、態様のものが数多く提案されて
おり、なかでも前段側1次段側番成形部での係合接続の
態様ならびに雨仕舞い、すなわち軒側1棟側相互の成形
部における接続作用の向上と雨水の浸入防止などを意図
した研究開発が盛んである。[Prior Art] ゛Many types and configurations of horizontal roof panels using long metal steel plates have been proposed in the past. There is active research and development aimed at improving the engagement and connection at the eaves and the rain closure, that is, improving the connection effect at the molded parts between the eaves and one building side, and preventing the infiltration of rainwater.
こ−で、この種の横葺き屋根板における軒側。This is the eave side of this type of horizontal roof shingle.
棟側成形部に関しては、再成形部相互間での接続形状、
構造の改良に研究開発の重点がおかれており、通常の場
合、素材としての長尺金属鋼板の両側端部を1種々の形
態に折曲成形させて、相互に係着可能な係合、係止形状
、ないしは嵌合、嵌挿形状、もしくはこれらの組合せ構
造を構成させ、これによって目的とするところの、効果
的で適確な接続結合と、良好な雨仕舞いとを得るように
しているのである。Regarding the molded part on the ridge side, the shape of the connection between the remolded parts,
The focus of research and development is on improving the structure, and in normal cases, both ends of a long metal steel plate are bent into various shapes to form an engagement that can be engaged with each other. A locking shape, a fitting shape, a fitting shape, or a combination thereof is configured to achieve the desired effective and proper connection and connection and good rain protection. It is.
しかしながら、このように構成される従来での長尺金属
鋼板製の横葺き屋根板、ひいては横葺き屋根構造の場合
には、軒側1棟側両成形部に折曲形成された接続形状を
採用しているが故に、構造自体が極めて複雑化するのを
避けられず、結果的に、一方では、成形の困難さを伴な
うばかりか、成形精度が低下して、必ずしも所期通りの
作用。However, in the case of conventional horizontal roof plates made of long metal steel sheets, and even horizontal roof structures constructed in this way, a connection shape is used in which a bend is formed on both molded parts of one eave side and one ridge side. As a result, the structure itself inevitably becomes extremely complex, which not only makes molding difficult, but also reduces molding accuracy and does not always work as expected. .
効果を得られない憾みがあり、また他方では、所定の規
格幅とされている長尺金属鋼板素材に対して、成形部形
成のための幅寸法占用率が相対的に増加することになっ
て、本来の屋根面形成に利用される幅寸法部分の比率が
少なくなり、このため素材の板取りに無駄を生じ易く、
しかも成形部の構造も大型化して、前段側と後段側との
段差が比較的太きくなり、屋根面に沿って吹き上げる風
雨に附子る抵抗が高められて、例えば係合接続部分での
雨水の浸水要因が増し、外観的にも屋根面の平坦さが失
なわれるなどの不利がある。There is a regret that the effect cannot be obtained, and on the other hand, the width dimension occupancy rate for forming the forming part increases relatively to the long metal steel sheet material that has a predetermined standard width. , the ratio of the width dimension part that is originally used for forming the roof surface is reduced, and as a result, there is a tendency to waste material when cutting out the planks.
Moreover, the structure of the molded part has also become larger, and the step between the front side and the rear side has become relatively thick, increasing the resistance to wind and rain blowing up along the roof surface. There are disadvantages such as increased risk of flooding and loss of flatness of the roof surface.
さらに、この種の長尺屋根板にあっては、周知のように
、隣接する長手方向端部相互の接続部におけるところの
、いわゆる捨て板部材の介入、そしてまた前段側、後段
側成形部での係合接続を、所定間隔毎に垂木側へ取付は
止着させるための。Furthermore, in this type of long roof sheet, as is well known, the intervention of so-called sacrificial sheet members at the joints between adjacent longitudinal ends, and also at the molding parts on the front and rear sides. This is for attaching and fixing the engagement connections to the rafter side at predetermined intervals.
いわゆる吊子部材の介入が、それぞれに必須の要件であ
るが、前記した従来の場合には、長尺金属鋼板素材に、
比較的厚味のある。従って剛性の高い材料、ひいては可
撓性および弾性り低い材料を用いて、成形部相互の接続
形態を維持するようにしているため、介入されるこれら
の各部材とのなじみが悪く、その介入に伴って係合接続
部に好ましくない隙間などを生ずる惧れがあるなどの問
題点を有するものであった。The intervention of so-called hanger members is an essential requirement in each case, but in the conventional case described above, the long metal steel plate material is
Relatively thick. Therefore, materials with high rigidity and, in turn, materials with low flexibility and elasticity are used to maintain the mutual connection form of the molded parts, which does not fit well with each of the intervening members, making it difficult for the intervention to occur. This has resulted in problems such as the risk of creating an undesirable gap in the engagement connection portion.
従って、この発明の目的とするところは、相互に保合接
続される前段側1次段側成形部を、可及的簡単かつ小型
で成形し易く、かつ素材板取りに無駄のない形状、構造
とし、併せて捨て板部材および吊子部材の介入に対して
なじみの良い9この種の横葺き屋根板を提供することで
ある。Therefore, it is an object of the present invention to have a shape and structure that is as simple and compact as possible and that is easy to mold, and that eliminates waste in cutting the material. In addition, it is an object of the present invention to provide this type of horizontal roofing board that is compatible with the intervention of sacrificial board members and hanger members.
前記目的を達成するために、この発明に係る横葺き屋根
板は、長尺金属鋼板の長手方向中央部に面板部、この面
板部の両側部に軒側9棟側各成形部をそれぞれに形成さ
せ、前段側の軒側成形部に次段側の棟側成形部を保合接
続させて横葺き屋根を構成する横葺き屋根板において、
素材々料に可撓性9弾性に富む比較的薄手の長尺金属薄
板を用い、前記軒側成形部には、前記面板部の一側部を
下方へ折曲させた前端縁部と、前端縁部の下端縁を内側
後方へ折曲させた接圧片部と、接圧片部の後端部を立上
げた立上り部と、立上り部を内側後方へ折曲延長した保
持部と、保持部の延長端を折返した折返し部とを形成し
、また、前記棟側成形部には、前記面板部の他側部を立
上げて、前記立上り部に対向される段付は部と、立上り
部の上端縁を外側に折曲させ、かつ内側上方へ折返して
。In order to achieve the above object, the horizontal roof board according to the present invention has a face plate part formed in the longitudinal center of a long metal steel plate, and molded parts on each of the eave side and nine ridge sides formed on both sides of this face plate part. In a horizontal roof board that forms a horizontal roof by connecting the eave side molding part on the previous stage to the ridge side molding part on the next stage side,
A relatively thin long thin metal plate with high flexibility and elasticity is used as the material, and the eave side molded part has a front end edge part formed by bending one side part of the face plate part downward, and a front end part. A contact pressure piece portion in which the lower edge of the edge is bent inward and rearward, a rising portion in which the rear end of the contact pressure piece is raised up, a holding portion in which the rising portion is bent and extended inward and rearward, and a holding portion. A folded part is formed by folding back the extended end of the part, and the other side part of the face plate part is raised up on the ridge side molded part, and a stepped part opposite to the raised part is formed. Fold the upper edge of the section outward and fold it back upwards inward.
前記保持部の端部を含めた折返し部を係合抱持し得る係
合抱持部と、係合抱持部から斜め前方上方に突出して自
由弾性下に支持され、前記面板部。an engaging holding portion capable of engaging and holding the folded portion including the end portion of the holding portion; and the face plate portion protruding diagonally forward and upward from the engaging holding portion and supported under free elasticity.
もしくは捨て板部材、吊子部材に下側から接する弾力支
持部とをそれぞれ形成させたものである。Alternatively, a resilient support portion that contacts the sacrificial plate member and the hanger member from below is formed, respectively.
すなわち、この発明では、前段棟側成形部に次段軒側成
形部を被覆させるようにして、この軒側成形部での係合
抱持部内に、棟側成形部での保持部の端部を含めた折返
し部を、斜め前方上方に延びる弾力支持部の導入面に沿
って挿入し、かつ突当て\係合抱持させ、このようにし
て接続結合構造を構成し得るのであり、捨て板部材、吊
子部材の介入の如何に拘わらず、保合各部相互を強力に
弾圧接触させて、良好かつ強固な密封状j出を維持でき
るのである。That is, in this invention, the front ridge side molded part covers the next eave side molded part, and the end of the holding part of the ridge side molded part is inserted into the engaging and holding part of this eave side molded part. The included folded portion is inserted along the introduction surface of the resilient support portion extending diagonally forward and upward, and is abutted/engaged and held, thereby forming a connection and coupling structure. Irrespective of the intervention of the suspender member, it is possible to maintain a good and strong seal by bringing the retaining parts into strong elastic contact with each other.
以下、この発明に係る横葺き屋根板の一実施例につき、
第1図ないし第3図を参照して詳細に説明する。Hereinafter, one embodiment of the horizontal roofing board according to the present invention will be explained.
This will be explained in detail with reference to FIGS. 1 to 3.
2gt図はこの実施例による横葺き屋根板を示す断面斜
視図、第2図および第3図は同上横罫き屋根板を屋根構
造に葺き上げた状態の要部構造を各別に拡大して示すそ
れぞれ断面略図である。Figure 2gt is a cross-sectional perspective view showing the horizontally-lined roof board according to this embodiment, and Figures 2 and 3 are enlarged views of the main structure of the roof structure in which the same horizontally-lined roof board is installed. Each is a schematic cross-sectional view.
これらの各図において、この実施例に係る横葺き屋根板
(1)の素材々料としては、例えば、防錆用焼付は塗装
などを施した所定巾、所定単位長さの長尺金属鋼板、こ
−では可撓性9弾性に富む比較的薄手の、具体的には0
.8I1m程度の長尺金属薄板を用い、この長尺金属薄
板をロール成形機などにより、長手方向に沿う中央部に
面板部(2)を残して、その−側部側に軒側成形部(3
)を、他側部側に棟側成形部(4)をそれぞれ連続的に
成形させた構成とするのである。In each of these figures, the materials of the horizontal roofing board (1) according to this embodiment include, for example, a long metal steel plate with a predetermined width and a predetermined unit length, which has been painted for rust prevention; In this case, a relatively thin material with high flexibility (9), specifically 0 (0), is used.
.. Using a long thin metal plate of about 8I1m, this long thin metal plate is formed by a roll forming machine or the like, leaving a face plate part (2) in the center along the longitudinal direction, and forming an eave side molded part (3) on the -side side thereof.
), the ridge side molded portion (4) is continuously molded on the other side.
しかして、前記軒側成形部(3)にあっては、前記面板
部(2)の−側部側を下方に所定の長さ、つまりこ−で
は所定の働き幅、具体的には10mm程度の比較的小さ
い高さ範囲となるように下方へ折曲して、前面に前端縁
部(5)を立下らせると共に、その下端縁を内側後方へ
折曲して接圧片部(8)とし、かつこの接圧片部(8)
の後端部を一旦、さきの前端縁部(5)の高さの315
程度の位とまで立上げて立上り部(7)を形成した上で
、さらに内側後方へ折曲して保持部(8)を延長させ、
その延長端に下向きの折返し部(9)を形成しである。Therefore, the eave side molding part (3) has a predetermined length downward from the negative side of the face plate part (2), that is, a predetermined working width, specifically about 10 mm. The front edge (5) is bent downward to a relatively small height range, and the lower edge is bent inward and rearward to form the contact pressure piece (8). ) and this contact pressure piece (8)
Once the rear end is 315mm above the height of the front edge (5)
After raising it up to a certain degree to form a rising part (7), bend it further inward and rearward to extend the holding part (8),
A downward folded portion (9) is formed at the extended end.
また、前記棟側成形部(4)にあっては、前記面板部(
2)の他側部側から、前記立上り部(7)よりも低く段
付は部(lO)を立上らせると共に、その上端縁を外側
に折曲させ、かつ内側上方へ折り返して、前記保持部(
8)の端部な含めた折返し部(9)を係合抱持し得る係
合抱持部(11)を形成させ、さらにこの係合抱持部(
11)から斜め前方上方に導入面を兼ねた弾力支持部(
12)を突出させた上で、端部に支持受は部(13)を
形成し、かつこれを下方に折返して折返し部(10とし
てあり、この構成のため、結果的には、支持受は部(1
3)をして、弾力支持部(12)により開放された自由
弾性状態下に支持させたものである。Moreover, in the ridge side molded part (4), the face plate part (
2) From the other side, raise a stepped part (lO) lower than the rising part (7), bend its upper edge outward, and fold it upwards inward to form the above-mentioned Holding part (
An engaging and holding part (11) capable of engaging and holding the folded part (9) including the end of the part (8) is formed;
11), there is a resilient support part (
12) is protruded, a support part (13) is formed at the end, and this is folded downward to form a folded part (10). Due to this structure, the support part (13) is formed at the end. Part (1
3) and is supported in an open, free elastic state by the elastic support portion (12).
そして、この実施例構成での横葺き屋根板(1)を屋根
構造に葺き上げ係合させて組付けするのには、よく知ら
れているように、適宜、屋根勾配に沿わせて母屋材に架
設した垂木列に、第2図および第3図に示した通り、ま
ず1軒側での前段側横罫き屋根板(1)の棟側成形部(
0を、所定の如くに、捨て板部材(21)あるいは吊子
部材(22)を介在させることで取付けlヒ着させてお
き、ついで、この前段側横罫き屋根板(1)の棟側成形
部(0に対し、棟側での次段側横罫き屋根板(1)の軒
側成形部(3)を係合接続させ、この係合接続を軒側か
ら棟側へ順次に繰返すことで、所期の横葺き屋根構造を
得るのである。In order to assemble the horizontal roofing board (1) in this embodiment configuration by raising it up and engaging it with the roof structure, as is well known, it is necessary to properly align the purlin material along the roof slope. As shown in Figures 2 and 3, the ridge-side molded part (
0 as specified, by interposing the sacrificial board member (21) or the hanger member (22), and then attach it to the ridge side of this front side horizontally ruled roof board (1). The eave side molded part (3) of the next horizontally ruled roof board (1) on the ridge side is engaged and connected to the molded part (0), and this engagement and connection is repeated sequentially from the eave side to the ridge side. In this way, the desired horizontal roof structure is obtained.
こ−で、前記係合接続の態様をより一層具体的に述べる
と、前段棟側成形部(4)に次段軒側成形部(3)を被
覆させるようにして、この軒側成形部(3)での係合抱
持部(11)内に、棟側成形部(4)での保持部(8)
の端部を含めた折返し部(9)を、斜め前方上方に延び
る弾力支持部(12)の導入面に沿って挿入し、かつ突
当て一係合抱持させるのである。つまり、係合接続のた
めの操作としては、単に前段棟側成形部(4)に次段軒
側成形部(3)を被覆させるようにして、引掛は係合さ
せるだけで良く、このように接続嵌合させることで、以
下の作用、効果が得られる。Now, to describe the aspect of the engagement and connection in more detail, the front ridge side molded part (4) is made to cover the next eave side molded part (3), and this eave side molded part ( In the engaging holding part (11) at 3), the holding part (8) at the ridge side molded part (4)
The folded portion (9) including the end portion of the elastic support portion (9) is inserted along the introduction surface of the elastic support portion (12) extending diagonally forward and upward, and is engaged and held by the abutment. In other words, the operation for engaging and connecting is simply to cover the molded part on the front ridge side (4) with the molded part on the next eave side (3) and engage the hooks. By connecting and fitting, the following actions and effects can be obtained.
すなわち、この係合接続状態では、捨て板部材(21)
、吊子部材(22)を介在させない接続部分の場合、
第2図に示すように、弾力支持部(12)に予め与えら
れている自由弾性のために、前段棟側成形部(4)の支
持受は部(X3)が、次段軒側成形部(3)の面板部(
2)に下側から弾性的に押圧されると共に、この抑圧に
伴って、前段側1次段側両面板部(2)、(2)に働く
反力により、次段軒側成形部(3)の接圧片部(8)が
、前段棟側成形部(4)の面板部(2)に上側から強力
に接圧され、かつ係合方向での各部の長さ寸法の誤差が
効果的に吸収され、また前段棟側成形部(4)の段付は
部(lO)に1次段軒側成形部(3)の立上り部(7)
が、所定間隔を距て一対峙され、同時に次段軒側成形部
(3)の折返し部(9)が、前段棟側成形部(4)の係
合抱持部(11)内に、しっかりと係合抱持されて、強
力な接続結合構造が構成される。That is, in this engaged and connected state, the sacrificial plate member (21)
, in the case of a connection part that does not involve the suspender member (22),
As shown in Fig. 2, due to the free elasticity given in advance to the elastic support part (12), the support receiver part (X3) of the front ridge side molding part (4) is different from the next stage eave side molding part. (3) Face plate part (
2) is elastically pressed from below, and along with this suppression, a reaction force acting on the front side primary side double-sided plate parts (2), (2) causes the next stage eave side molded part (3) to be elastically pressed from below. ) is strongly pressed against the face plate part (2) of the front ridge side molded part (4) from above, and the error in the length dimension of each part in the engagement direction is effectively Also, the stepped part (lO) of the front ridge side molding part (4) is absorbed by the rising part (7) of the primary eave side molding part (3).
are facing each other at a predetermined distance, and at the same time, the folded part (9) of the next eave side molding part (3) is firmly inserted into the engaging holding part (11) of the front ridge side molding part (4). When engaged and held together, a strong connecting structure is formed.
そしてまた、捨て板部材(21)、あるいは吊子部材(
22)を介在させた接続部分の場合にあっては、第3図
に示すように、前記の接続結合構造において、次段軒側
成形部(3)の面板部(2)と、前段棟側成形部(4)
の支持受は部(13)との間に、捨て板部材(21)、
あるいは吊子部材(22)の何れかC介入され、この介
入に伴って、接続当初の時点では、りi力支持部(12
)での弾力バランスのために、次段軒側成形部(3)の
接圧片部(6)と、前段棟側成形部(4)の面板部(2
)との間に、僅少な間隙(23)が形成されはするが、
使用材料が金属薄板であって弾力性に富むこと、それに
時間経過と共に次第になじみが増すなどの経時変化によ
り、幾許もなくこの間隙(23)は解消されて、第2図
態様に、捨て板部材(21) 、あるいは吊子部材(2
2)の何れかC介入された強力な接続結合構造が構成さ
れるのである。Also, there is a sacrificial plate member (21) or a suspender member (
22), as shown in FIG. Molding part (4)
Between the support part (13) and the support plate, there is a sacrificial plate member (21),
Alternatively, any one of the hanger members (22) may intervene, and with this intervention, at the time of initial connection, the force support portion (12)
), the contact pressure piece part (6) of the next stage eave side molding part (3) and the face plate part (2) of the front ridge side molding part (4)
), although a slight gap (23) is formed between the
Due to the fact that the material used is a thin metal plate and has high elasticity, and due to changes over time such as gradual increase in conformability over time, this gap (23) is eventually eliminated, and the discarded plate member as shown in Fig. 2 is formed. (21) or a suspender member (2
2) A strong connection structure is constructed in which C is involved.
従って、この実施例構成の場合、結果的には、接続結合
構造の内部にあって、外部との間に、まず、面板部(2
)の上面への接圧片部(8)の第1の圧接部分(24)
を経て、弾圧的に密閉された第1の減圧空間部(25)
が、ついで、面板部(2)の下面への捨て板部材(21
) 、あるいは吊子部材(22)の何れかを介し、もし
くは介さない支持受は部(13)の第2の圧接部分(2
6) 、(28)を経て、同様に各部が弾圧的に密閉さ
れた第2の減圧空間部(27)が、それぞれに形成され
ることになり、例えば、風雨時にあって、外部からの雨
水、塵埃などの侵入は、強力に面接触された第1の圧接
部分(24)により阻止され、また、たとえ毛細管現象
などで、同第1の圧接部分(24)を経て第1の減圧空
間部(25)内に浸水したとしても、この第1の減圧空
間部(25)内には、面板部(2)から立上げられた段
付は部(lO)が形成されているために、第2の減圧空
間部(27)の存在とも相俟って、同段付は部(lO)
を越えてまでは浸水する惧れがなく、さらに、この構成
では。Therefore, in the case of this embodiment configuration, as a result, the face plate portion (2
) The first press-contact portion (24) of the press-contact piece (8) to the top surface of the
through the first decompression space (25), which is repressively sealed.
However, the sacrificial plate member (21
) or the suspension member (22), or the support receptacle is connected to the second pressure contact part (2) of the part (13).
6) Through (28), a second decompression space (27) is formed in which each part is similarly sealed elastically.For example, during wind and rain, rainwater from the outside The intrusion of dust, etc. is prevented by the first pressure contact part (24) which is in strong surface contact, and even if it is caused by capillary action etc., it will pass through the first pressure contact part (24) and enter the first reduced pressure space. Even if water floods into the first decompression space (25), there is a stepped section (lO) upright from the face plate section (2), so the first Coupled with the existence of the decompression space part (27) in No. 2, the same level is
Furthermore, with this configuration, there is no risk of flooding beyond this point.
前端縁部(5)の高さ、ひいては接続結合構造全体の高
さを低く設定9例えば、充分な余裕を与えた状態で、具
体的には、面板上に10II+1程度の突出高さに設定
できて、全体の外観を極めてすっきりした形状態様に纏
め得るのである。The height of the front end edge (5) and, by extension, the height of the entire connection structure can be set low.9 For example, with sufficient margin, it is possible to set the protrusion height above the face plate to about 10II+1. As a result, the overall appearance can be summarized into an extremely clean shape.
以上詳述したようにこの発明によるときは、長尺金属鋼
板の長手方向中央部に面板部、この面板部の両側部に軒
側9棟側各成形部をそれぞれに形成させ、前段側軒側成
形部に次段側棟側成形部を係合接続させて横葺き屋根を
構成する横葺き屋根板において、素材々料に可撓性9弾
性に富む比較的薄手の長尺金属薄板を用い、軒側成形部
側に、面板部の一側部を下方へ折曲して前端縁部、その
下端縁を内側後方へ折曲して接圧片部、その後端部を立
上げて立上り部、さらに内側後方へ折曲延長して保持部
、その延長端に折返し部をそれぞれに形成させ、また、
棟側成形部側に、面板部の他側部を立上げて段付は部、
その上端縁を外側後方へ折曲しかつ内側上方へ折り返し
て、保持部の端部を含めた折返し部を係合抱持する係合
抱持部。As described in detail above, according to the present invention, a face plate part is formed in the longitudinal center of a long metal steel plate, and molded parts on each of the nine eave sides are formed on both sides of this face plate part, and on the front eave side. In a horizontal roofing plate in which a molded part is engaged with a molded part on the side ridge side of the next stage to form a horizontal roof, a relatively thin long metal sheet with high flexibility and elasticity is used as the material, On the side of the eave side molding part, one side of the face plate part is bent downward to form a front edge, the lower edge thereof is bent inward and rearward to form a contact pressure piece, and the rear end is raised to form a rising part. Furthermore, the holding portion is bent and extended toward the inner rear, and a folded portion is formed at the extended end of the holding portion, and
Raise the other side of the face plate on the side of the molded part on the ridge side to create a stepped section.
An engaging and holding part whose upper end edge is bent outward and rearward and folded back inward and upward to engage and hold the folded part including the end of the holding part.
斜め前方上方に突出して導入面を兼ねた弾力支持部、そ
の端部に支持受は部をそれぞれに形成させて、特に支持
受は部を開放された自由弾性下に支持させ、前段棟側成
形部に後段軒側成形部を係合接続させ得るようにしたか
ら、その接続結合構成上、まず、前段棟側成形部への後
段軒側成形部の被覆係合、つまり保持部の端部を含めた
折返し部の挿入接続を、弾力支持部の導入面により、単
なる一動作で極めて容易かつ確実に行ない得られ、しか
も係合方向での各部の長さ寸法誤差を充分に吸収でき、
併せて、素材々料の良好な可撓性1弾性とも相俟って、
係合各部での相互のなじみが良く、高強度の接続結合部
を構成でき、また、結合後の態様では、捨て板部材、吊
子部材の介入の如何に拘わらず、各部の強力な弾圧接触
により、良好かつ強固な密封状態を維持して、第1の圧
接部分においては、外部からの雨水、a埃などの侵入を
阻止し、かつ毛細管現象などで浸入する雨水などは、第
1の減圧空間部内で、面板部から直接。An elastic support part that protrudes diagonally forward and upward and also serves as an introduction surface, and a support receptacle is formed at each end of the support receptacle, and in particular, the support receptacle is supported under the free elasticity that is open, and the front ridge side molding Since the rear eave side molded part can be engaged and connected to the front ridge side molded part, the first step is to cover the rear eave side molded part to the front ridge side molded part, that is, to connect the end of the holding part. Insertion and connection of the folded portions including the folded portions can be performed extremely easily and reliably with a single movement by the introduction surface of the elastic support portion, and furthermore, length dimensional errors of each portion in the engagement direction can be fully absorbed.
In addition, together with the good flexibility and elasticity of the materials,
Each engaging part has good mutual familiarity and can form a high-strength connection joint, and after joining, each part can maintain strong elastic contact regardless of the intervention of the sacrificial plate member or the hanger member. This maintains a good and strong sealing state and prevents rainwater, atom dust, etc. from entering from the outside in the first pressurized part, and rainwater etc. that enters due to capillary phenomenon etc. Directly from the face plate within the space.
立上げられた段付は部により、第2の減圧空間部の存在
も加えられて、より以上の浸水を避けることができ、さ
らに、構造全体の突出高さを比較的低目に抑制して設定
可能であるため、風雨圧に対する抵抗が減少して、その
影響を可及的に排除。Depending on the raised step, the presence of a second depressurized space can be added to prevent further water intrusion, and furthermore, the protruding height of the entire structure can be kept relatively low. Since it is configurable, resistance to wind and rain pressure is reduced and its effects are eliminated as much as possible.
もしくは低下できると共に、全体構成の外観としても、
突出高さ相昌の横−文字の段差ラインを生ずるのみで、
極めてすっきりした形状態様に纏め得られ、しかも構造
自体が頗る簡単かつ小型で、成形し易く、材料の板取り
にも無駄がないなどの優れた特長を有するものである。Or it can be lowered as well as the appearance of the whole structure,
The protruding height of Aisho only creates a step line between the characters,
It has excellent features such as being able to be assembled into an extremely clean shape, and having an extremely simple and compact structure, easy molding, and no waste in cutting out material.
第1図はこの発明に係る横葺き屋根板の一実施例を示す
断面斜視図、第2図および第3図は同上横罫き屋根板を
屋根構造に葺き上げた状態の要部構造を各別に拡大して
示すそれぞれ断面略図である。
(1)・・・・横葺き屋根板、(2)・・・・面板部。
(3)・・・・軒側成形部、(5)・・・・前端縁部、
(6)・・・・接圧片部、(7)・・・・立上り部、(
8)・・・・保持部、(9)・・・・折返し部。
(4)・・・・棟側成形部、(10)・・・・立上り部
、(11)・・・・係合抱持部、(12)・・・・弾力
支持部、(13)・・・・支持受は部。
(21)・・・・捨て板部材、 (22)・・・・吊子
部材、 (23)・・・・間隙、(24)・・・・第1
の圧接部分、(25)・・・・第1の減圧空間部、(2
B)・・・・tfS2の圧接部分、(27)・・・・第
2の減圧空間部。FIG. 1 is a cross-sectional perspective view showing one embodiment of the horizontally ruled roof board according to the present invention, and FIGS. 2 and 3 show the structure of the main parts when the same horizontally ruled roof board is installed on the roof structure. Each is a schematic cross-sectional view shown separately and enlarged. (1)...Horizontal roof board, (2)...Front plate part. (3)...Eave side molding part, (5)...Front edge part,
(6)...pressure piece part, (7)...rising part, (
8)...Holding part, (9)...Folding part. (4)... Ridge side molding part, (10)... Rising part, (11)... Engaging and holding part, (12)... Elastic support part, (13)... ...The support part is part. (21)...Sacrificial board member, (22)...Hipper member, (23)...Gap, (24)...First
pressure contact portion, (25)...first decompression space portion, (2
B)...pressure contact part of tfS2, (27)...second decompression space part.
Claims (1)
板部の両側部に軒側、棟側各成形部をそれぞれに形成さ
せ、前段側の軒側成形部に次段側の棟側成形部を係合接
続させて横葺き屋根を構成する横葺き屋根板において、
素材々料に可撓性、弾性に富む比較的薄手の長尺金属薄
板を用い、前記軒側成形部には、前記面板部の一側部を
下方へ折曲させた前端縁部と、前端縁部の下端縁を内側
後方へ折曲させた接圧片部と、接圧片部の後端部を立上
げた立上り部と、立上り部を内側後方へ折曲延長した保
持部と、保持部の延長端を折返した折返し部とを形成し
、また、前記棟側成形部には、前記面板部の他側部を立
上げて、前記立上り部に対向される段付け部と、立上り
部の上端縁を外側に折曲させ、かつ内側上方へ折返して
、前記保持部の端部を含めた折返し部を係合抱持し得る
係合抱持部と、係合抱持部から斜め前方上方に突出して
自由弾性下に支持され、前記面板部、もしくは捨て板部
材、吊子部材に下側から接する弾力支持部とをそれぞれ
形成させたことを特徴とする横葺き屋根板。(1) A face plate part is formed in the longitudinal center of a long metal steel plate, and eave side and ridge side molded parts are formed on both sides of this face plate part, and the eave side molded part on the previous stage is used to form the ridge part on the next stage. In a horizontal roof board that forms a horizontal roof by engaging and connecting side molding parts,
A relatively thin long thin metal plate with high flexibility and elasticity is used as the material, and the eave side molded part has a front end edge where one side of the face plate part is bent downward, and a front end. A contact pressure piece portion in which the lower edge of the edge is bent inward and rearward, a rising portion in which the rear end of the contact pressure piece is raised up, a holding portion in which the rising portion is bent and extended inward and rearward, and a holding portion. A folded part is formed by folding back the extended end of the part, and the ridge side molded part has a stepped part facing the rising part by raising the other side part of the face plate part, and a rising part. an engaging holding part whose upper end edge is bent outward and folded upward inwards to engage and hold the folded part including the end of the holding part; and an engaging holding part that protrudes diagonally forward and upward from the engaging holding part. 1. A side-roofing roof board, characterized in that the horizontal roof board is supported under free elasticity, and has elastic support parts that contact the face plate part, the sacrificial board member, and the hanger member from below.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9940286A JPS62258043A (en) | 1986-05-01 | 1986-05-01 | Lateral shingling roof panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9940286A JPS62258043A (en) | 1986-05-01 | 1986-05-01 | Lateral shingling roof panel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62258043A true JPS62258043A (en) | 1987-11-10 |
| JPH0368183B2 JPH0368183B2 (en) | 1991-10-25 |
Family
ID=14246498
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9940286A Granted JPS62258043A (en) | 1986-05-01 | 1986-05-01 | Lateral shingling roof panel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62258043A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0331625U (en) * | 1989-08-03 | 1991-03-27 |
-
1986
- 1986-05-01 JP JP9940286A patent/JPS62258043A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0331625U (en) * | 1989-08-03 | 1991-03-27 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0368183B2 (en) | 1991-10-25 |
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