JPH0679926U - Origami roof - Google Patents
Origami roofInfo
- Publication number
- JPH0679926U JPH0679926U JP2788093U JP2788093U JPH0679926U JP H0679926 U JPH0679926 U JP H0679926U JP 2788093 U JP2788093 U JP 2788093U JP 2788093 U JP2788093 U JP 2788093U JP H0679926 U JPH0679926 U JP H0679926U
- Authority
- JP
- Japan
- Prior art keywords
- wall
- walls
- joint
- cap
- roof
- 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
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
(57)【要約】
【目的】 左右に隣接するルーフ材の接合壁どうしをキ
ャップでのみ圧嵌接合する形式の折版屋根において、耐
風強度および接続強度を向上して、大形で負荷の大きな
ルーフ材を葺くのに適したものとする。
【構成】 吊り子３の左右に受壁１８を突設する。ルー
フ材８の端部の接合壁９に掛止壁１２を設ける。接合壁
９の肩壁１０がタイトフレーム２に接当する状態で掛止
壁１２を吊り子３側の受壁１８に下方から係合させる。
キャップ１５の左右の底壁２６は内端からクリップ腕２
７を立ち上げ、クリップ腕２７の自由端に抱持壁２７ｂ
を延長形成する。キャップ１５を両接合壁９の外周に上
方から被せ付けた状態において、抱持壁２７ｂで掛止壁
１２を左右両側から挟持する。
(57) [Summary] [Purpose] In a folded roof of the type in which joint walls of roof materials that are adjacent to each other on the left and right sides are press-fitted and joined only with a cap, wind resistance and connection strength are improved, and large and large load is applied. Make the roofing material suitable for thatching. [Structure] Receiving walls 18 are provided on the left and right sides of the suspension 3. A retaining wall 12 is provided on the joint wall 9 at the end of the roof member 8. With the shoulder wall 10 of the joint wall 9 in contact with the tight frame 2, the retaining wall 12 is engaged with the receiving wall 18 on the suspension 3 side from below.
The left and right bottom walls 26 of the cap 15 are clip arms 2 from the inner end.
7 is raised, and the holding wall 27b is attached to the free end of the clip arm 27.
To form an extension. In the state where the cap 15 is put on the outer circumferences of both joint walls 9 from above, the retaining wall 12 is sandwiched between the left and right sides by the retaining wall 27b.
Description
【０００１】[0001]
本考案は、タイトフレーム上で隣接するルーフ材どうしを吊り子を介して接合 し、そのルーフ材どうしの接合部にキャップを被せ付けた形態の折版屋根に関す る。 The present invention relates to a folded roof in a form in which adjacent roof members on a tight frame are joined to each other via a suspender, and a cap is put on the joint portion of the roof members.
【０００２】[0002]
この種ルーフ材の取り付け構造に実公平３−１５６９７号公報がある。そこで は、図６に示すようにタイトフレーム４０の山部上面に吊り子４１を上向きに突 設し、この吊り子４１を間に挟んでルーフ材４２を隣接配置し、各ルーフ材４２ の係合壁４３を吊り子４１とタイトフレーム４０との間に押し込み係合したうえ で、両係合壁４３の外周にこれの上方の接当壁４４に当たる状態で防水キャップ ４５を上側から圧嵌し、これでルーフ材４２を接合固定している。 防水キャップ４５は、下面が開口する凸字断面状に形成されており、その左右 両側の下端に弾性変形可能な係止腕４６を内向きに折り曲げ連出してある。そし て、この係止腕４６が係合壁４３のくびれ部４７と肩壁４８との間に嵌係合する ことで、防水キャップ４５これ自体のを抜け止めを図るとともに、係合壁４３ど うしの連結を維持している。 なお、ルーフ材の接合構造は異なるが、接合壁どうしの巻き締めによって生じ るくびれ部を利用して、これにキャップと一体の係止腕を圧嵌装着し、キャップ を抜け止め保持することも実開平２−６８０１６号公報に公知である。 Japanese Utility Model Publication No. 3-15697 discloses a mounting structure for this type of roof material. There, as shown in FIG. 6, a suspension member 41 is projected upward on the upper surface of the mountain portion of the tight frame 40, and a roof member 42 is arranged adjacently with the suspension member 41 sandwiched therebetween. The mating wall 43 is pushed and engaged between the suspender 41 and the tight frame 40, and then the waterproof cap 45 is press-fitted onto the outer peripheries of both the engaging walls 43 from the upper side in a state of hitting the contacting wall 44 above them. With this, the roof member 42 is joined and fixed. The waterproof cap 45 is formed in a convex cross-section with an open lower surface, and elastically deformable locking arms 46 are bent inwardly and continuously connected to the lower ends on the left and right sides of the waterproof cap 45. Then, the locking arm 46 is fitted and engaged between the constricted portion 47 of the engagement wall 43 and the shoulder wall 48 to prevent the waterproof cap 45 itself from coming off and the engagement wall 43 and the like. The cat's connection is maintained. Although the roof material has a different joint structure, it is also possible to use the constriction created by the tightening of the joint walls and press fit the locking arm that is integral with the cap to this to hold the cap in place. It is known from Japanese Utility Model Publication No. 2-68016.
【０００３】[0003]
キャップを上方から被せ付けるだけの一般的な圧嵌接合方式においては、隣接 するルーフ材の接合壁をクリップでいったん分離不能に一体化したうえで、キャ ップを後から圧嵌装着する。これによればルーフ材の接合壁どうしの接続強度は 、クリップで十分に達成することができる。 これに対し、前述した従来のルーフ材取り付け構造では、キャップ４５がクリ ップを兼ねているので、その分だけ部材点数を節減でき、クリップの組み付けに 要する手間も省略できる。しかし、キャップ４５のみによるので、ルーフ材どう しの接続強度を十二分に確保し難いところに問題がある。 In the general press-fitting joint method in which the cap is simply put on from above, the joint walls of the adjacent roof materials are once inseparably integrated with clips, and then the caps are press-fitted and attached. According to this, the connection strength between the joining walls of the roof material can be sufficiently achieved by the clip. On the other hand, in the above-described conventional roof member mounting structure, since the cap 45 also serves as a clip, the number of members can be reduced by that amount, and the labor for assembling the clip can be omitted. However, since only the cap 45 is used, there is a problem in that it is difficult to sufficiently secure the connection strength between the roof members.
【０００４】 このような問題に対処するために図６のキャップ４５の場合には、その凸字形 の周壁の上壁、上部側壁および下部側壁のそれぞれをルーフ材４２の係合壁４３ の各部に接当させ、さらに一対の係止腕４６を係合壁４３に下方側から圧接させ てルーフ材４２の左右分離を阻止している。つまり拘束個所をより多く設けるこ とで必要な拘束力を発揮し、水密性も確保する形態を採っている。このように多 点を同時に拘束する形態では、ルーフ材４２やキャップ４５に断面形状のばらつ きなどがあると、全ての拘束点を同時にかつ確実に接当させることができず、適 正な拘束状態が得られ難い。とくに、体育館や倉庫などの大形で大負荷の折版屋 根に適用する際に接続強度の点で不安が残る。In order to deal with such a problem, in the case of the cap 45 shown in FIG. 6, the upper wall, the upper side wall and the lower side wall of the convex peripheral wall are respectively attached to respective portions of the engaging wall 43 of the roof member 42. The pair of locking arms 46 are brought into contact with each other, and the pair of locking arms 46 are pressed against the engagement wall 43 from below to prevent the roof member 42 from being separated from the right and left. In other words, by providing more restraint points, the required restraint force is exerted and the watertightness is secured. In such a configuration in which multiple points are simultaneously restrained, if there are variations in the cross-sectional shape of the roof material 42 and the cap 45, it is not possible to abut all the restraint points at the same time and with certainty. It is difficult to obtain a restrained state. In particular, when applied to large and heavily loaded origami roots such as gymnasiums and warehouses, there remains concern about the connection strength.
【０００５】 さらに、キャップ４５の左右の両下端はそれぞれがタイトフレーム４０の中央 寄りの一点で肩壁４８を押え込んでいる。そのため、矢印ａで示すようにルーフ 材４２にこれを引き剥がすような力が作用すると、係止腕４６がくびれ部４７か ら抜け出るおそれがあり、ルーフ材４２の耐風強度に不安がある。Further, the left and right lower ends of the cap 45 respectively press the shoulder wall 48 at one point near the center of the tight frame 40. Therefore, when a force for peeling off the roof material 42 acts as shown by the arrow a, the locking arm 46 may come out of the constricted portion 47, and the wind resistance strength of the roof material 42 is uncertain.
【０００６】 そこで本考案の目的は、クリップを兼ねるキャップで隣接するルーフ材どうし を接合固定するについて、ルーフ材を確実かつ強固に取り付けることができ、耐 風強度および隣接するルーフ材の接続強度などを十分に満足できる折版屋根が構 築できるようにすることにある。[0006] Therefore, an object of the present invention is to securely and firmly attach the roof materials to each other by joining and fixing the adjacent roof materials with the cap that also serves as a clip, wind strength and connection strength of the adjacent roof materials. Is to be able to construct an origami roof that is fully satisfactory.
【０００７】[0007]
本考案は、左右に隣接するルーフ材８の接合壁９が吊り子３を間に挟んで接合 されており、両接合壁９の外周に上方からキャップ１５が圧嵌装着される折版屋 根である。 その接合壁９は、タイトフレーム２の上面に支持される肩壁１０と、肩壁１０ の内端から上向きに折り曲げられて吊り子３の左右両側の受壁１８に下面側から 接当係合する掛止壁１２とを有する。 キャップ１５は、接合壁９の外面を覆う周壁２５と、周壁２５の左右両側の下 端から対向状に延びる左右一対の底壁２６と、底壁２６の内端からそれぞれ立ち 上るクリップ腕２７とを有する。 そして、キャップ１５の左右の底壁２６が両接合壁９の肩壁１０上に受け止め られた状態において、クリップ腕２７の自由端に設けた抱持壁２７ｂが、左右の 掛止壁１２をこれが吊り子３の受壁１８に接当係合する状態で左右方向から挟持 するようにしたものである。 According to the present invention, the joint walls 9 of the roof members 8 which are adjacent to each other on the left and right are joined together with the suspenders 3 sandwiched therebetween, and the caps 15 are press-fitted from above onto the outer peripheries of both joint walls 9. Is. The joint wall 9 is abuttingly engaged with the shoulder wall 10 supported on the upper surface of the tight frame 2 and the receiving walls 18 on the left and right sides of the suspension 3 from the lower surface side by being bent upward from the inner end of the shoulder wall 10. And a retaining wall 12 for The cap 15 includes a peripheral wall 25 that covers the outer surface of the joint wall 9, a pair of left and right bottom walls 26 that extend in opposite directions from the lower ends of the left and right sides of the peripheral wall 25, and clip arms 27 that rise from the inner ends of the bottom wall 26. Have. Then, in a state where the left and right bottom walls 26 of the cap 15 are received on the shoulder walls 10 of the joint walls 9, the holding wall 27b provided at the free end of the clip arm 27 causes the left and right hooking walls 12 to move. The suspension 3 is clamped from the left and right in a state of abuttingly engaging the receiving wall 18 of the suspension 3.
【０００８】[0008]
組み付け状態において、左右に位置する接合壁９は、その各掛止壁１２が吊り 子３の受壁１８で上方に移動しないよう受け止められ、キャップ１５の左右のク リップ腕２７の抱持壁２７ｂが前記掛止壁１２を左右方向から挟持している。こ のように、キャップ１５による拘束個所をクリップ腕２７の抱持壁２７ｂに限る と、接合壁９やキャップ１５の断面形状にばらつきなどがあっても、クリップ腕 ２７が弾性変形することで形状の変化に追随して、抱持壁２７ｂによる拘束状態 を維持し続けることができる。 なおキャップ１５は、クリップ腕２７で掛止壁１２を挟持拘束すると同時に、 その底壁２６で肩壁１０をタイトフレーム２に押し付けているが、底壁２６およ び肩壁１０の形状変化は、クリップ腕２７の挟持拘束力に殆ど影響を及ぼさない ので無視できる。 上記のように接合壁９の肩壁１０の殆どの部分は、タイトフレーム２の上面に 底壁２６で押し付けられているので、肩壁１０に作用する外向きの外力に対して 、底壁２６と周壁２５とクリップ腕２７が大きな変形抵抗力を発揮する。 In the assembled state, the joint walls 9 located on the left and right are received by the retaining walls 12 of the suspension 3 so as not to move upward, and the retaining walls 27b of the left and right clip arms 27 of the cap 15 are held. Holds the retaining wall 12 from the left and right directions. If the cap 15 is restricted to the holding wall 27b of the clip arm 27 as described above, the clip arm 27 is elastically deformed even if the cross-sectional shape of the joint wall 9 or the cap 15 is varied. Following this change, the restraint state by the holding wall 27b can be maintained. The cap 15 clamps the retaining wall 12 with the clip arm 27 and simultaneously presses the shoulder wall 10 against the tight frame 2 by the bottom wall 26 of the cap 15. However, the shape change of the bottom wall 26 and the shoulder wall 10 does not occur. , It has almost no effect on the clamping force of the clip arm 27 and can be ignored. As described above, most of the shoulder wall 10 of the joint wall 9 is pressed against the upper surface of the tight frame 2 by the bottom wall 26. Therefore, against the outward external force acting on the shoulder wall 10, The peripheral wall 25 and the clip arm 27 exert a large deformation resistance.
【０００９】[0009]
本考案では、クリップを兼ねるキャップ１５でルーフ材８を接合固定するにつ いて、キャップ１５による拘束個所をクリップ腕２７の抱持壁２７ｂのみとし、 接合壁９やキャップ１５の断面形状にばらつきがある場合でも、抱持壁２７ｂに よる拘束状態が確実に得られるようにし、掛止壁１２を必要な拘束力で挟持固定 できるようにした。さらに、キャップ１５の左右の底壁２６で肩壁１０の広い範 囲を押さえ込んでいる。これにより、ルーフ材８の接合部における接続強度と耐 風強度を同時に向上でき、とくに大形で大きな負荷を受けるルーフ材８であって も、それを確実かつ強固に取り付けることができる。キャップ１５これ自体が風 圧を受けて傾いたり外れることもよく防止できる。 In the present invention, when the roof material 8 is joined and fixed by the cap 15 which also serves as a clip, only the holding wall 27b of the clip arm 27 is constrained by the cap 15, so that the joining wall 9 and the cap 15 have different cross-sectional shapes. Even in some cases, the restraint state by the holding wall 27b can be surely obtained, and the retaining wall 12 can be clamped and fixed by a necessary restraining force. Furthermore, the left and right bottom walls 26 of the cap 15 hold down a wide range of the shoulder wall 10. As a result, the joint strength and wind strength at the joint of the roof member 8 can be improved at the same time, and even a large roof member 8 that receives a large load can be securely and firmly attached. It is also possible to prevent the cap 15 itself from tilting or coming off due to wind pressure.
【００１０】[0010]
図２において符号１は屋根下地材であって、その上面に鋸刃状のタイトフレー ム２を溶接している。タイトフレーム２の立壁部の上端に吊り子３を上向きに突 出するよう配置し、この吊り子３は逆Ｌ字形の当て金４と共にボルト５およびナ ット６でタイトフレーム２に締結固定する。吊り子３の左右の隣接間隔は２００ 〜５００mmである。このタイトフレーム２および吊り子３を利用して左右のルー フ材８どうしを接続する。 In FIG. 2, reference numeral 1 is a roof base material, and a saw-toothed tight frame 2 is welded to the upper surface thereof. The suspension 3 is arranged at the upper end of the standing wall of the tight frame 2 so as to project upward, and the suspension 3 is fastened and fixed to the tight frame 2 by the bolt 5 and the nut 6 together with the inverted L-shaped pad 4. . The spacing between the right and left adjoining suspenders 3 is 200 to 500 mm. Using the tight frame 2 and the suspension 3, the left and right roof members 8 are connected.
【００１１】 ルーフ材８は断面逆台形状に形成されており、その各端部に接合壁９を有する 。図３において吊り子３を間に挟んで左右に位置することになる各接合壁９は、 タイトフレーム２および当て金４の上面に支持される肩壁１０と、肩壁１０の内 端から直角に立ち上がる立壁１１と、立壁１１に連続して上向きに折り曲げられ て外向きに湾曲する掛止壁１２と、掛止壁１２に連続して斜め内向きに延びて上 端が吊り子３に対して外向きに折り曲げられた止水壁１３とからなる。肩壁１０ からルーフ材８の底壁までの上下寸法は５０〜２００mmであって、このルーフ材 ８は主として体育館や倉庫などの大形の建物の折版屋根を形成する際に使用され る。The roof member 8 is formed in an inverted trapezoidal shape in cross section, and has a joint wall 9 at each end thereof. In FIG. 3, the joint walls 9 to be positioned on the left and right with the suspension 3 interposed therebetween are a shoulder wall 10 supported on the upper surfaces of the tight frame 2 and the pad 4, and a right angle from the inner end of the shoulder wall 10. A standing wall 11 standing upright, a hanging wall 12 which is continuously bent upward from the standing wall 11 and is curved outward, and an obliquely inward continuous continuous wall extending upwardly from the hanging wall 12 with respect to the suspension 3. And a water blocking wall 13 that is bent outward. The vertical dimension from the shoulder wall 10 to the bottom wall of the roof member 8 is 50 to 200 mm, and the roof member 8 is mainly used when forming a folded roof of a large building such as a gymnasium or a warehouse.
【００１２】 図４において吊り子３は左右一対の吊り子ピース１７・１７を含む。吊り子ピ ース１７は逆凸字状の金属板体からなり、その上端にＶ字状の受壁１８を折り曲 げ形成してある。板面の下部中央にボルト挿通孔１９を設け、上部寄りの左右に ずれ止め用の突起２０および孔２１を有する。突起２０および孔２１が互いに嵌 係合する状態で一対の吊りピース１７を重さねると、隣接する受壁１８によって 断面三角形状の中空突起が形成される。In FIG. 4, the suspension 3 includes a pair of left and right suspension pieces 17, 17. The suspender piece 17 is composed of a metal plate having an inverted convex shape, and a V-shaped receiving wall 18 is formed at the upper end thereof by bending. A bolt insertion hole 19 is provided in the center of the lower part of the plate surface, and projections 20 and holes 21 for preventing the shift are provided on the left and right of the upper part. When the pair of suspending pieces 17 are weighted in a state where the projection 20 and the hole 21 are engaged with each other, the receiving walls 18 adjacent to each other form a hollow projection having a triangular cross section.
【００１３】 キャップ１５はルーフ材８と同様に前後に長い長尺材で形成されており、図３ に示すように下面側が開口する凸字断面状の周壁２５を有し、周壁２５の左右の 両側下端に一対の底壁２６を内方に向けて対向状に連出し、さらに各底壁２６の 連出端から斜め上向きにクリップ腕２７を左右対向状に連出してなる。周壁２５ の下端における左右幅は、タイトフレーム２および当て金４の上面の左右幅とほ ぼ等しい。各底壁２６の殆どは上向きに凹む部分円弧断面状の凹リブ部２８で占 められており、各凹リブ部２８の左右両端に肩壁１０と接当する脚部２９を有す る。各クリップ腕２７は、底壁２６の連出端から斜め上向きに立ち上がる腕部２ ７ａと、掛止壁１２に対応して該腕部２７ａの上端に延びて湾曲状に形成された 抱持壁２７ｂとからなる。Like the roof member 8, the cap 15 is formed of a long member extending in the front-rear direction. As shown in FIG. 3, the cap 15 has a peripheral wall 25 having a convex cross-section with an opening on the lower surface side. A pair of bottom walls 26 are continuously extended inward at the lower ends of both sides, and clip arms 27 are horizontally extended in a diagonally upward direction from the continuous ends of the bottom walls 26. The lateral width at the lower end of the peripheral wall 25 is approximately equal to the lateral width of the upper surfaces of the tight frame 2 and the pad 4. Most of each bottom wall 26 is occupied by a concave rib portion 28 having a partially arcuate cross section which is concave upward, and leg portions 29 contacting the shoulder wall 10 are provided at both left and right ends of each concave rib portion 28. Each clip arm 27 has an arm portion 27a that rises obliquely upward from the continuous end of the bottom wall 26, and a holding wall formed in a curved shape extending to the upper end of the arm portion 27a corresponding to the retaining wall 12. 27b and.
【００１４】 左右のルーフ材８は図１に示すように、各接合壁９の肩壁１０をタイトフレー ム２および当て金４の上面にそれぞれ個々に支持した状態で組み付け、その掛止 壁１２を吊り子３の受壁１８に下面側から接当係合する。これにより、各接合壁 ９における立壁１１は吊り子３の板面に密着し、肩壁１０は当て金４上あるいは タイトフレーム２上に密着する。なお、ここでは当て金４はタイトフレーム２の 一部とみるべきである。 このようにして左右に隣接するルーフ材８を組み付けた後、ルーフ材８どうし の接合部の外周にキャップ１５を上方から被せ付ける。その際に、キャップ１５ の各底壁２６の内端の両クリップ腕２７を左右の止水壁１３に上方からそれぞれ 当てがい、前後の一方のキャップ端から他端側へ向かってキャップ１５を圧嵌操 作すると、キャップ１５の両底壁２６が接合壁９の肩壁１０に受け止められ、各 クリップ腕２７の弾性復元力でその腕部２７ａが接合壁９のくびれ部１４に入り 込み係合する。As shown in FIG. 1, the left and right roof members 8 are assembled in a state in which the shoulder walls 10 of the joint walls 9 are individually supported on the upper surfaces of the tight frame 2 and the pad 4, respectively, and the retaining walls 12 thereof are attached. The receiving wall 18 of the suspension 3 is abuttingly engaged from the lower surface side. As a result, the standing wall 11 of each joint wall 9 is brought into close contact with the plate surface of the suspender 3, and the shoulder wall 10 is brought into close contact with the pad 4 or the tight frame 2. Note that the pad 4 should be regarded as a part of the tight frame 2 here. After the roof materials 8 adjacent to each other on the left and right are assembled in this manner, the cap 15 is put on the outer periphery of the joint between the roof materials 8 from above. At that time, both clip arms 27 at the inner end of each bottom wall 26 of the cap 15 are respectively applied to the left and right water blocking walls 13 from above, and the cap 15 is pressed from one of the front and rear cap ends toward the other end. When the fitting operation is performed, both bottom walls 26 of the cap 15 are received by the shoulder wall 10 of the joint wall 9, and the elastic restoring force of each clip arm 27 causes the arm portion 27a to enter the constricted portion 14 of the joint wall 9 and engage. To do.
【００１５】 この状態において、各クリップ腕２７の抱持壁２７ｂが掛止壁１２をこれが受 壁１８に接当係合した状態で左右両側方から弾性的に抱き込む。これにて接合壁 ９と吊り子３の接続状態を維持するとともに、キャップ１５これ自体の上方への 抜け止めを図れ、かつキャップ１５が強風を受けても肩壁１０上に確りと居座っ た状態となる。 キャップ１５の各底壁２６において、凹リブ部２８で形成される空所は水切り 用の空間として作用し、暴風雨時等に雨水の浸入を防ぐのに役立つ。そして、た とえキャップ１５内に雨水が浸入し、風で吹き上げられるようなことがあっても 、この雨水は最終的に止水壁１３で受け止められて雨水が屋根内部へ入り込むこ とを確実に防止できる。In this state, the retaining wall 27b of each clip arm 27 elastically retains the retaining wall 12 from the left and right sides while the retaining wall 12 is in abutting engagement with the retaining wall 18. With this, the connection state between the joint wall 9 and the suspension 3 can be maintained, the cap 15 itself can be prevented from coming off upward, and the cap 15 can be firmly seated on the shoulder wall 10 even if it receives a strong wind. Becomes In each bottom wall 26 of the cap 15, the void formed by the concave rib portion 28 functions as a space for draining water, and serves to prevent intrusion of rainwater during a storm or the like. And, even if rainwater enters the cap 15 and is blown up by the wind, this rainwater is finally caught by the water blocking wall 13 to ensure that the rainwater enters the roof. Can be prevented.
【００１６】 図５は本考案の別実施例を示している。これでは、隣接する接合壁９の片方に のみ止水壁１３を設け、他方の接合壁９には止水壁１３に対応する係合壁２３を 設け、止水壁１３と係合壁２３とを巻き掛けた状態で一対の接合壁９を組み込み 、他は上記の実施例と同様である。また、吊り子ピース１７の受壁１８を逆Ｖ字 形に形成した。FIG. 5 shows another embodiment of the present invention. In this case, the water blocking wall 13 is provided only on one of the adjoining joining walls 9, and the engaging wall 23 corresponding to the water shutting wall 13 is provided on the other joining wall 9, and the water shutting wall 13 and the engaging wall 23 are provided. The pair of joint walls 9 is incorporated in a state of being wrapped around, and the others are the same as the above-mentioned embodiment. Further, the receiving wall 18 of the hanging piece 17 is formed in an inverted V shape.
【００１７】 なお、吊り子３は１枚の板材で形成してもよく、例えば先の図６と同様に受壁 １８を板面上端に左右交互に折り曲げて形成できる。 ルーフ材８の接合壁９の断面構造は種々の形態を採ることができるので、肩壁 １０を有すること、受壁１８に接当係合する掛止壁１２を有すること以外は、そ の形状および構造を特に限定しない。 タイトフレーム２は図６に示すタイプを用いることができる。ルーフ材８は山 部と谷部とが２個以上連続する断面構造であってもよい。 接合状態において、隣接する止水壁１３は離れていてもよい。Note that the suspension 3 may be formed of a single plate material, and for example, the receiving wall 18 can be formed by bending left and right alternately on the upper end of the plate surface as in the case of FIG. 6 above. Since the cross-sectional structure of the joint wall 9 of the roof member 8 can take various forms, its shape is different except that it has the shoulder wall 10 and the retaining wall 12 that abuts and engages with the receiving wall 18. And the structure is not particularly limited. The tight frame 2 can use the type shown in FIG. The roof material 8 may have a sectional structure in which two or more peaks and valleys are continuous. In the joined state, the adjacent water blocking walls 13 may be separated from each other.
【図１】ルーフ材を接合した状態での要部の縦断正面図
である。FIG. 1 is a vertical cross-sectional front view of essential parts in a state where roof materials are joined together.
【図２】折版屋根の概略を説明する縦断正面図である。FIG. 2 is a vertical cross-sectional front view schematically illustrating a folded roof.
【図３】ルーフ材の接合部を分解した状態での縦断正面
図である。FIG. 3 is a vertical cross-sectional front view in which a joint portion of a roof member is disassembled.
【図４】吊り子の分解斜視図である。FIG. 4 is an exploded perspective view of a suspension.
【図５】本考案の別実施例を示す要部の縦断正面図であ
る。FIG. 5 is a vertical cross-sectional front view of a main part of another embodiment of the present invention.
【図６】従来例の要部の縦断正面図である。FIG. 6 is a vertical sectional front view of a main part of a conventional example.
２ タイトフレーム ３ 吊り子 ８ ルーフ材 ９ 接合壁 １０ 肩壁 １２ 掛止壁 １５ キャップ １８ 受壁 ２５ 周壁 ２６ 底壁 ２７ クリップ腕 2 Tight frame 3 Suspension 8 Roof material 9 Joint wall 10 Shoulder wall 12 Hooking wall 15 Cap 18 Receiving wall 25 Circumferential wall 26 Bottom wall 27 Clip arm
Claims (1)
吊り子３を間に挟んで接合されており、両接合壁９の外
周に上方からキャップ１５が圧嵌装着される折版屋根に
おいて、 接合壁９は、タイトフレーム２の上面に支持される肩壁
１０と、肩壁１０の内端から上向きに折り曲げられて吊
り子３の左右両側の受壁１８に下面側から接当係合する
掛止壁１２とを有し、 キャップ１５は、接合壁９の外面を覆う周壁２５と、周
壁２５の左右両側の下端から対向状に延びる左右一対の
底壁２６と、各底壁２６の内端からそれぞれ立ち上るク
リップ腕２７とを有し、 キャップ１５の左右の底壁２６が両接合壁９の肩壁１０
上に受け止められた状態において、クリップ腕２７の自
由端に設けた抱持壁２７ｂが、左右の掛止壁１２をこれ
が吊り子３の受壁１８に接当係合する状態で左右方向か
ら挟持している折版屋根。1. A folded plate roof in which joint walls 9 of roof materials 8 adjacent to each other on the left and right sides are joined to each other with a suspender 3 interposed therebetween, and caps 15 are press-fitted from above onto the outer peripheries of both joint walls 9. At the joint wall 9, the joint wall 9 is supported on the upper surface of the tight frame 2, and the joint wall 9 is bent upward from the inner end of the shoulder wall 10 and abuts on the left and right receiving walls 18 of the suspension 3 from the lower surface side. The cap 15 has a locking wall 12 that fits together, and the cap 15 includes a peripheral wall 25 that covers the outer surface of the joint wall 9, a pair of left and right bottom walls 26 that extend in opposite directions from the lower ends on the left and right sides of the peripheral wall 25, and each bottom wall 26. And the clip arms 27 that stand up from the inner ends of the caps 15, and the left and right bottom walls 26 of the cap 15 are the shoulder walls 10 of the joint walls 9.
In the state of being received above, the holding wall 27b provided at the free end of the clip arm 27 holds the left and right hanging walls 12 from the left and right direction in a state of abuttingly engaging with the receiving wall 18 of the suspension 3. The origami roof.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1993027880U JP2527536Y2 (en) | 1993-04-28 | 1993-04-28 | Folded roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1993027880U JP2527536Y2 (en) | 1993-04-28 | 1993-04-28 | Folded roof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0679926U true JPH0679926U (en) | 1994-11-08 |
| JP2527536Y2 JP2527536Y2 (en) | 1997-03-05 |
Family
ID=12233213
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1993027880U Expired - Fee Related JP2527536Y2 (en) | 1993-04-28 | 1993-04-28 | Folded roof |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2527536Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016008418A (en) * | 2014-06-24 | 2016-01-18 | 三晃金属工業株式会社 | Retainer and enclosure for building |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0268016U (en) * | 1988-11-12 | 1990-05-23 | ||
| JPH0315697U (en) * | 1989-06-28 | 1991-02-18 |
-
1993
- 1993-04-28 JP JP1993027880U patent/JP2527536Y2/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0268016U (en) * | 1988-11-12 | 1990-05-23 | ||
| JPH0315697U (en) * | 1989-06-28 | 1991-02-18 |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016008418A (en) * | 2014-06-24 | 2016-01-18 | 三晃金属工業株式会社 | Retainer and enclosure for building |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2527536Y2 (en) | 1997-03-05 |
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