JP2006083631A - Building material made of flocked steel plate treated for preventing water permeation - Google Patents

Building material made of flocked steel plate treated for preventing water permeation Download PDF

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JP2006083631A
JP2006083631A JP2004270676A JP2004270676A JP2006083631A JP 2006083631 A JP2006083631 A JP 2006083631A JP 2004270676 A JP2004270676 A JP 2004270676A JP 2004270676 A JP2004270676 A JP 2004270676A JP 2006083631 A JP2006083631 A JP 2006083631A
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flocked
building material
longitudinal direction
width direction
thermocompression
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Tadashi Fukuhara
正 福原
Kazuo Someya
一夫 染谷
Fumiyoshi Ono
文義 大野
Katsukuni Sato
勝圀 佐藤
Yoshio Furuya
義雄 古谷
Haruaki Kuragami
治明 倉上
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Sanko Metal Industrial Co Ltd
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Sanko Metal Industrial Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a building material made of a flocked steel plate treated for preventing water permeation, prevented from discoloration caused by permeation of rainwater into a flocked part by water permeation preventing treatment. <P>SOLUTION: The building material long in a longitudinal direction with a suitable width is formed with a nonflocked part 2x on at least one side in the width direction, and a flocked part 2 provided at the whole other part in the width direction. The flocked part 2 is thermo-compression-bonded to at least one end in the longitudinal direction to form a thermo-compression-bonded part. Both sides in the width direction are formed as non-flocked parts 2x, and the flocked part 2 is thermo-compression bonded or coated. Both sides in the width direction are formed as parts corresponding to a fitting part C1 or a seamed part C2. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、水浸透防止処理して、雨水の植毛部への浸透による変色発生を防ぐことができる水浸透防止処理した植毛鋼板製建築材料に関する。   The present invention relates to a water-impregnated building material made of flocked steel sheet that has been subjected to water penetration prevention treatment and can prevent discoloration from occurring due to penetration of rainwater into the flocked portion.

結露防止のための金属製屋根板,壁等は、一般に、その裏面に断熱材を貼着していた。このような断熱材付き屋根は、強い振動が常時発生するような場所において、強い振動を長期間受けていると、貼ってあった断熱材が剥離する可能性がある。例えば、新幹線のホームの屋根,壁であって、断熱材付き屋根,壁が設置されている駅が新幹線の通過駅である場合には、そのホームの屋根,壁には、新幹線が通過する際に大きな風圧がかかり、大きな振動が発生する。このような振動を長期間受けていると、前記断熱材付き屋根,壁の断熱材が剥離する懸念があるため、従来の断熱材貼り金属製屋根,壁板の使用は好ましくない。このように、屋根材や壁材等の建築材料に長期間に亘る強い振動等がかかることで断熱材が徐々に剥離してくることが心配される場合は、従来の断熱材貼り建築(屋根,壁等)材の使用は好ましくない。   In general, metal roof boards, walls, and the like for preventing dew condensation have a heat insulating material attached to the back surface thereof. When such a roof with a heat insulating material is subjected to strong vibration for a long time in a place where strong vibration is always generated, there is a possibility that the attached heat insulating material may peel off. For example, if the station of the Shinkansen platform has a roof and a wall with a heat insulating material, and the station where the wall is installed is a transit station of the Shinkansen, the Shinkansen passes through the roof and wall of the platform. A large wind pressure is applied to the, causing a large vibration. If such a vibration is applied for a long period of time, there is a concern that the heat insulating material on the roof and the heat insulating material on the wall may be peeled off. In this way, if there is a concern that the insulation material will gradually peel off due to strong vibration over a long period of time on building materials such as roofing materials and wall materials, The use of materials such as walls is not preferred.

ところで、片面全面にナイロン66又はナイロン6等の短繊維が植毛された植毛鋼板が開発、市販されている。この植毛鋼板に対して、過激な振動を常時与えたとしても、構造的にも鋼鈑と植毛とが分離することはなかった。ここで、ナイロン66又はナイロン6等の短繊維等は吸湿性が高い為、ナイロン66又はナイロン6党の短繊維等からなる「植毛鋼板」(片面植毛)は植毛が結露水をキャッチし、植毛間に僅かな結露水滴を補足,貯溜するため、結露水の滴下や流れ落ちが生じ難く、結露防止用断熱材と同様の効果を果たすことから、断熱材貼りの代用として使用できることが判明した。   By the way, a flocked steel sheet in which short fibers such as nylon 66 or nylon 6 are flocked on the entire surface of one side has been developed and marketed. Even if extreme vibration was constantly applied to the flocked steel sheet, the steel sheet and the flocked were not separated structurally. Here, short fibers such as nylon 66 or nylon 6 have high hygroscopicity, so the “planted steel plate” (single-sided flocking) made of nylon 66 or nylon 6 party short fibers etc. catches the dewed water, and the flocked Since a few condensation water droplets are captured and stored in the meantime, it is difficult for dripping water to flow or flow down, and it has the same effect as the heat insulation material for preventing condensation.

故に、前述する用途、すなわち、結露水の滴下や流れ落ち防止ができ、且つ断熱材の剥離によるトラブルを防止するには、植毛鋼板を建築材料に使用するのが好適である。しかしながら、前記植毛鋼板をそのまま建築材料に使用し施工すると、片面(屋根材の場合、裏面)全面に植毛されているため、軒先側及び嵌合部又は馳締部等において、表面端部から裏面(植毛側)に廻り込んだ僅かな雨水等が植毛部分に毛細管現象によって浸透し、拡がって、その部分が変色し、外観上、極めて見苦しい。浸透が甚だしい場合には、上記変色部から雨水の落下に及ぶ等の不都合があった。また、特許文献1に記載された植毛鋼飯であっても、片面全面に植毛されているため、前述と同様な欠点があった。
特開2002ー52353
Therefore, it is preferable to use a flocked steel sheet as a building material in order to prevent the above-described application, that is, prevention of dripping or falling of condensed water, and prevention of troubles caused by peeling of the heat insulating material. However, when the flocked steel sheet is used as it is for building materials, it is planted on the entire surface of one side (in the case of roofing material, the back surface). A slight amount of rainwater or the like that has entered the (planted side) penetrates into the planted part by capillary action, spreads, discolors the part, and is extremely unsightly in appearance. When the penetration was severe, there was an inconvenience such as the rainwater falling from the discolored portion. Moreover, even the flocked steel rice described in Patent Document 1 has flaws similar to those described above because it is flocked on the entire surface of one side.
JP 2002-52353 A

そこで、植毛鋼飯を建築材料に使用しつつ、端部付近を水浸透防止処理して、雨水の植毛部への浸透による変色発生を防いだ植毛鋼板製建築材料を開発することであった。   Therefore, it was to develop a flocked steel plate building material that used the flocked steel rice as a building material and prevented the discoloration due to the penetration of rainwater into the flocked portion by treating the vicinity of the edge with water.

発明者は上記課題を解決すべく鋭意,研究を重ねた結果、植毛鋼板製建築材料で、最初に雨水と接触する植毛部(裏面側)の毛細管現象を消失させればよいことを発見した。そこで、植毛鋼板の段階で、左記鋼鈑幅方向端部(建築材料に成型すると、嵌合部や馳締部となる)及び長手方向端部(建築材料の長さに該当する位置で、軒先等となる位置)に毛細管現象防止処理を施し、しかる後、建築材料に成型すれば解決できる。具体的には、請求項1の発明を、適宜な幅で、且つ長手方向に長尺な建築材料において、長手方向の少なくとも一端に植毛部が熱圧着されて熱圧着部として形成されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料としたことにより、前記課題を解決した。また、請求項2の発明を、適宜な幅で、且つ長手方向に長尺な建築材料において、長手方向の少なくとも一端に植毛部が塗装されて塗装部として形成されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料としたことにより、前記課題を解決した。また、請求項3の発明は、適宜な幅で、且つ長手方向に長尺な建築材料において、長手方向の少なくとも一端に植毛部が機械的に除去されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料としたことにより、前記課題を解決した。さらに、請求項4の発明を、適宜な幅で、且つ長手方向に長尺な建築材料において、幅方向に少なくとも一側に、非植毛部が形成され、他の幅方向の全体に植毛部が植設され、長手方向の少なくとも一端に該植毛部が熱圧着されて熱圧着部として形成されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料としたことにより、前記課題を解決した。また、請求項5の発明は、適宜な幅で、且つ長手方向に長尺な建築材料において、幅方向に少なくとも一側に、非植毛部が形成され、他の幅方向の全体に植毛部が植設され、長手方向の少なくとも一端に該植毛部が塗装されて塗装部として形成されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料としたことにより、前記課題を解決した。   As a result of earnest and research to solve the above problems, the inventor has found that it is only necessary to eliminate the capillary phenomenon of the flocked portion (back side) that first contacts with rainwater with the flocked steel building material. Therefore, at the stage of the flocked steel plate, the left steel plate width direction end (when it is molded into a building material, it becomes a fitting portion or a tightening portion) and a longitudinal end (position corresponding to the length of the building material, It is possible to solve this problem by applying a capillarity prevention treatment to the position of the same and then molding the building material. Specifically, the invention of claim 1 is formed as a thermocompression-bonded part by thermocompression bonding at least one end in the longitudinal direction in a building material having an appropriate width and long in the longitudinal direction. The above-mentioned problem was solved by using a flocked steel plate building material treated with water penetration prevention. The invention according to claim 2 is characterized in that, in a building material having an appropriate width and long in the longitudinal direction, a flocked portion is coated at least at one end in the longitudinal direction to form a painted portion. The above-mentioned problems were solved by using a flocked steel building material that had been treated to prevent penetration. Further, the invention according to claim 3 is a water penetration preventing treatment characterized in that, in a building material having an appropriate width and long in the longitudinal direction, the flocked portion is mechanically removed at least at one end in the longitudinal direction. The above-mentioned problem was solved by using the flocked steel plate construction material. Further, in the invention of claim 4, in a building material having an appropriate width and long in the longitudinal direction, a non-flocked portion is formed on at least one side in the width direction, and the flocked portion is entirely formed in the other width direction. The above-mentioned problem is solved by using a planted steel sheet material that has been planted and has been subjected to water permeation prevention treatment, characterized in that the planted part is formed by thermocompression bonding at least at one end in the longitudinal direction. did. Further, in the invention of claim 5, in a building material having an appropriate width and long in the longitudinal direction, a non-flocked portion is formed on at least one side in the width direction, and the flocked portion is entirely formed in the other width direction. The above-mentioned problem has been solved by using a planted steel sheet material that has been planted and has been treated as a water penetration preventive treatment, characterized in that the planted part is coated and formed as a painted part on at least one end in the longitudinal direction.

さらに、請求項6の発明は、適宜な幅で、且つ長手方向に長尺な建築材料において、幅方向の全体に植毛部が植設され、該幅方向に少なくとも一側に、該植毛部が熱圧着されて熱圧着部として形成され、更に長手方向の少なくとも一端にも該植毛部が熱圧着されて熱圧着部として形成されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料としたことにより、前記課題を解決した。また、請求項7の発明は、適宜な幅で、且つ長手方向に長尺な建築材料において、幅方向の全体に植毛部が植設され、該幅方向に少なくとも一側に、該植毛部が熱圧着されて熱圧着部として形成され、更に長手方向の少なくとも一端にも該植毛部が塗装されて塗装部として形成されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料としたことにより、前記課題を解決した。   Furthermore, in the invention of claim 6, in a building material having an appropriate width and long in the longitudinal direction, a flocked portion is planted in the entire width direction, and the flocked portion is at least on one side in the width direction. A water-impregnated building material made of flocked steel sheet, which is formed by thermocompression bonding and formed as a thermocompression bonding portion, and further, the flocked portion is formed by thermocompression bonding at least at one end in the longitudinal direction. As a result, the above problems have been solved. In the invention of claim 7, in a building material having an appropriate width and long in the longitudinal direction, a flocked portion is planted in the entire width direction, and the flocked portion is at least on one side in the width direction. It is formed as a thermocompression-bonded steel-flocked steel building material subjected to water permeation prevention treatment, characterized in that it is formed as a thermocompression-bonded part, and is further formed as a painted part by coating the flocked part on at least one end in the longitudinal direction. Thus, the above problem has been solved.

また、請求項8の発明は、適宜な幅で、且つ長手方向に長尺な建築材料において、幅方向の全体に植毛部が植設され、該幅方向に少なくとも一側に、該植毛部が塗装されて塗装部として形成され、更に長手方向の少なくとも一端にも該植毛部が塗装されて塗装部として形成されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料としたことにより、前記課題を解決した。また、請求項9の発明は、前述した構成において、前記幅方向は一側のみ非植毛部とし、又は前記植毛部を熱圧着若しくは塗装するものとし、該部分が重ね方式の建築材料の重ね部側としてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料としたことにより、前記課題を解決した。さらに、請求項10の発明は、前述した構成において、前記幅方向は両側を非植毛部とし、又は前記植毛部を熱圧着若しくは塗装するものとし、嵌合部又は馳締部に相当する部位としてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料としたことにより、前記課題を解決した。また、請求項11の発明は、前述の構成において、前記熱圧着部が溝状に形成されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料としたことにより、前記課題を解決した。さらに、請求項12の発明は、適宜な幅で、且つ長手方向に長尺な建築材料において、幅方向の全体に植毛部が植設され、該幅方向に少なくとも一側の前記植毛部が、且つ長手方向の少なくとも一端の該植毛部がそれぞれ機械的に除去されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料としたことにより、前記課題を解決した。また、請求項13の発明は、前述の構成において、前記幅方向の少なくとも一側を非植毛部とし、又は前記植毛部を熱圧着若しくは塗装するものとし、更に長手方向の少なくとも一端の前記植毛部が機械的に除去されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料としたことにより、前記課題を解決したものである。   In the invention of claim 8, in a building material having an appropriate width and long in the longitudinal direction, a flocked portion is planted in the entire width direction, and the flocked portion is at least on one side in the width direction. By forming a painted part as a painted part, and further forming a painted part as a painted part by coating the flocked part on at least one end in the longitudinal direction. The problem has been solved. The invention of claim 9 is the above-described configuration, wherein the width direction is a non-flocked portion only on one side, or the flocked portion is thermocompression-bonded or painted, and this portion is an overlapped portion of a building material of a stacking system. The said subject was solved by setting it as the flocked steel plate building material which carried out the water penetration prevention process characterized by becoming a side. Furthermore, the invention of claim 10 is the above-described configuration, wherein the width direction is a non-flocked portion on both sides, or the flocked portion is thermocompression-bonded or painted, and corresponds to a fitting portion or a tightening portion. The said subject was solved by setting it as the flocked steel plate building material which carried out the water penetration prevention process characterized by becoming. Further, the invention of claim 11 solves the above-mentioned problems by using a flocked steel plate building material treated with water penetration prevention, wherein the thermocompression bonding portion is formed in a groove shape in the above-described configuration. did. Furthermore, in the invention of claim 12, in a building material having an appropriate width and long in the longitudinal direction, a flocked portion is planted in the entire width direction, and the flocked portion on at least one side in the width direction is And the said subject was solved by setting it as the flocked steel plate building material which carried out the water penetration prevention process characterized by the said hair transplant part of at least one end of a longitudinal direction being each removed mechanically. Further, in the invention of claim 13, in the above-described configuration, at least one side in the width direction is a non-flocked portion, or the flocked portion is thermocompression-bonded or painted, and the flocked portion at least at one end in the longitudinal direction. The above-mentioned problems have been solved by using a flocked steel building material that has been subjected to water permeation prevention treatment, characterized in that is removed mechanically.

請求項1の発明においては、特に、軒先箇所を水浸透防止処理して、雨水の植毛部への浸透による変色発生を防ぐことができる利点がある。また、植毛鋼板建築材料としての成型を迅速にできる。請求項2の発明では、熱圧着設備等は不要で、容易に実施でき、請求項1と同等の効果を奏する。請求項3の発明では、機械的除去であり、請求項1と同等の効果がある。また、請求項4の発明では、植毛鋼板建築材料として使用することで、水浸透防止処理して、雨水の植毛部への浸透による変色発生を防ぐことができる利点がある。また、甚だしい場合には、屋内等に雨水落下にも及ぶことも回避できる。また、植毛鋼板建築材料としての成形を迅速にできる。請求項5の発明では、熱圧着設備等は不要で、容易に実施でき、請求項4と同等の効果を奏する。請求項6の発明では、全周が熱圧着部であり、現場での設備費はかかるが、請求項4と同等の効果がある。また、請求項7の発明では、熱圧着と塗装の組み合わせであるが、請求項4と同等の効果を奏する。また、請求項8では、熱圧着設備は不要で実施容易であり、請求項4と同等の効果を奏する。また、請求項9の発明では、重ね方式の屋根板に好適である。また、請求項10の発明では、嵌合又は馳締め方式の屋根板壁材に好適である。さらに、請求項11の発明においては、請求項4と同様な効果を奏する。また、請求項12及び13の発明も、請求項11と同様な効果を奏する。   In the invention of claim 1, there is an advantage that discoloration due to the penetration of the rainwater into the flocked portion can be prevented by treating the eaves portion with water penetration prevention. Moreover, the shaping | molding as a flocking steel plate building material can be performed rapidly. In the invention of claim 2, the thermocompression bonding equipment or the like is unnecessary and can be easily implemented, and the same effect as that of claim 1 can be obtained. The invention of claim 3 is mechanical removal, and has the same effect as that of claim 1. Moreover, in invention of Claim 4, by using as a flocked steel plate building material, there exists an advantage which can perform the water penetration prevention process and can prevent the discoloration generation | occurrence | production by the penetration | invasion to the flocked part of rain water. Also, in extreme cases, it is possible to avoid rain water falling indoors. Moreover, the shaping | molding as a flocking steel plate building material can be performed rapidly. The invention of claim 5 does not require a thermocompression bonding facility or the like, can be easily implemented, and has the same effect as that of claim 4. In invention of Claim 6, although the perimeter is a thermocompression bonding part and the installation cost in a field starts, there exists an effect equivalent to Claim 4. Moreover, in invention of Claim 7, although it is the combination of thermocompression bonding and coating, there exists an effect equivalent to Claim 4. Further, in claim 8, thermocompression bonding equipment is unnecessary and easy to implement, and an effect equivalent to that of claim 4 is achieved. Moreover, in invention of Claim 9, it is suitable for an overlap-type roof board. Moreover, in invention of Claim 10, it is suitable for the roofing board wall material of a fitting or a clamp method. Furthermore, the invention of claim 11 has the same effect as that of claim 4. The inventions of claims 12 and 13 also have the same effect as that of claim 11.

以下、本発明の実施形態について図面に基づいて説明すると、図1乃至図12は本発明の第1及び第2実施形態である。適宜な幅で、且つ長手方向に長尺な建築材料M0 (亜鉛鉄板等を素材とする植毛鋼板使用)において、鋼鈑1の幅方向に少なくとも一側に、非植毛部2xが形成され、他の幅方向の全体に植毛部2が植設され、長手方向の少なくとも一端に該植毛部が熱圧着されて熱圧着部3として形成されている。前記植毛部2は、ナイロン6又はナイロン66なる材質で、約20ミクロン前後径で長さ約0.5〜約1mm内外の極細植毛としての短繊維の、植毛付着量約2万乃至約3万(本/m2 )が前記鋼鈑1の一面に植設されている。そして、この極細植毛間の僅かな隙間を通して雨水が毛細管現象を起し、浸透することが判った。そして、この毛細管現象を部分的に消失させるには、この部分に植毛しない、又は、この部分の植毛を熱圧着する、又は塗装する、又は機械的に除去することが極めて有効であることが判明した。そして、熱圧着は、植毛材の軟化点以上で行うことが重要である。この第1実施形態では、特に、鋼鈑1の幅方向に少なくとも一側に、極細植毛が植設されない部位として非植毛部2xが形成されているものである。なお、幅方向の全体に植毛部2が植設されている状態では、長手方向の全体にも植毛部2が植設されているのが一般である。 Embodiments of the present invention will be described below with reference to the drawings. FIGS. 1 to 12 show the first and second embodiments of the present invention. In a building material M 0 having an appropriate width and long in the longitudinal direction (using a flocked steel plate made of a zinc iron plate or the like), a non-flocked portion 2x is formed on at least one side in the width direction of the steel plate 1; The hair transplantation part 2 is planted in the whole of the other width direction, and the hair transplantation part is thermocompression-bonded to at least one end in the longitudinal direction to form a thermocompression bonding part 3. The flocked portion 2 is made of nylon 6 or nylon 66 and has a diameter of about 20 microns and a short fiber as a very fine flock of about 0.5 to about 1 mm in length, and the amount of flocked attachment is about 20,000 to about 30,000. (Book / m 2 ) is implanted on one surface of the steel plate 1. And it turned out that rainwater raise | generates a capillary phenomenon and permeate | transmits through the slight clearance gap between these very fine flocks. In order to partially eliminate this capillary phenomenon, it has been found that it is extremely effective not to plant the hair in this part, or to thermocompress, paint or mechanically remove the planted hair in this part. did. And it is important to perform thermocompression bonding above the softening point of the flocking material. In the first embodiment, in particular, a non-flocked portion 2x is formed on at least one side in the width direction of the steel plate 1 as a portion where no extra fine flock is planted. In addition, in the state in which the hair transplant part 2 was planted in the whole width direction, it is common that the hair transplant part 2 is planted also in the whole longitudinal direction.

屋根材成形前段階における植毛鋼板の幅方向の少なくとも一側に、10〜100mm、好ましくは、20〜60mmの非植毛部2xが形成されている。この具体例として、嵌合方式の嵌合用屋根板Aを成形する場合には、図1(B)、図3(B)及び図5に示すように、植毛鋼板の幅方向の両側に、10〜100mm、好ましくは、20〜60mmの非植毛部2xが形成されている。少なくとも、嵌合用屋根板Aの端部の釣針状部A1 箇所となる部位を非植毛部2xとするものである(図5参照)。前記釣針状部A1 箇所を嵌合部と称する。また、馳締め方式の馳締め用屋根板Cを成形する場合には、図6(B)、図7(B)及び図8(B)に示すように、植毛鋼板の幅方向の両側に、上馳部C1 、下馳部C2 として、10〜100mm、好ましくは、20〜60mmの非植毛部2xが形成されている。少なくとも、馳締め用屋根板Cの上馳部C1 箇所及び下馳部C2 箇所をそれぞれ非植毛部2x、2xとするものである。この場合、図8(B)に示すように、少なくとも、上馳部C1 及び下馳部C2 の屈曲部周辺は非植毛部2xとする。前記上馳部C1 と下馳部C2 とを総称して馳締部という。 A non-flocked portion 2x of 10 to 100 mm, preferably 20 to 60 mm, is formed on at least one side in the width direction of the flocked steel plate in the stage before forming the roofing material. As a specific example, when the fitting roof plate A for fitting is formed, as shown in FIGS. 1 (B), 3 (B), and FIG. A non-planted portion 2x of ˜100 mm, preferably 20 to 60 mm is formed. At least a portion that becomes the fishhook-like portion A 1 at the end of the fitting roof plate A is defined as a non-planted portion 2x (see FIG. 5). It referred to the fitting portion of the hook-shaped portion A 1 point. Moreover, when forming the roofing sheet C for the tightening method of the tightening method, as shown in FIGS. 6 (B), 7 (B) and 8 (B), on both sides in the width direction of the flocked steel plate, As the upper collar part C 1 and the lower collar part C 2 , a non-planted part 2x having a size of 10 to 100 mm, preferably 20 to 60 mm is formed. At least the upper collar portion C 1 and the lower collar portion C 2 of the roof tightening roof plate C are set as non-flocked portions 2x and 2x, respectively. In this case, as shown in FIG. 8 (B), at least the periphery of the bent portion of the upper collar portion C 1 and the lower collar portion C 2 is a non-planted portion 2x. The upper collar part C 1 and the lower collar part C 2 are collectively referred to as a clamping part.

さらに、図10(B)及び図11に示すように、重ね方式の重合用屋根板Dの重ね部側に、10〜100mm、好ましくは、20〜60mmの非植毛部2xが形成されている。少なくとも、重合用屋根板Dの重ね部側箇所は、図10(B)及び図11に示すように、非植毛部2xとするものである。何れにしても、植毛鋼板の幅方向の少なくとも一側に、非植毛部2xを形成したことにより、嵌合部、馳締部、重ね方式の重合面を非雨水浸透部として雨水の毛管現象を防止するためである。このように雨水等が植毛部2側へ廻り込み毛管現象によって浸入するのを防止するには、非植毛部2xを設けるのが好適である。   Further, as shown in FIGS. 10 (B) and 11, a non-planted portion 2x having a thickness of 10 to 100 mm, preferably 20 to 60 mm, is formed on the overlapping portion side of the overlapping roof plate D for superposition. At least the overlapping part side portion of the roofing sheet D for polymerization is a non-flocked part 2x as shown in FIG. 10 (B) and FIG. In any case, by forming the non-planted portion 2x on at least one side in the width direction of the planted steel plate, the capillarity of rainwater can be achieved by using the fitting portion, the tightening portion, and the overlapping polymerization surface as a non-rainwater permeation portion. This is to prevent it. Thus, in order to prevent rainwater or the like from entering the flocked part 2 side and entering by the capillary phenomenon, it is preferable to provide the non-flocked part 2x.

また、建築材料M0 の長手方向の少なくとも一端(先端部として例えば軒先部)に前記植毛部2が熱圧着されて熱圧着部3として約5〜100mm、好ましくは、10〜60mm形成されている。また、建築材料M0 の長手方向の他端(後部端として棟部又は後部軒先部)に前記植毛部2が熱圧着されて熱圧着部3として約5〜100、好ましくは、10〜60mm形成されることもある。また、その先端部と後部端との熱圧着部3を図示しない装置によって通常は別々に行うが、同時に形成することもある。また、図4(B)又は(D)において、成形途中の図は最終製品となる過程のイメージ図であり、実際とは異なるものである。 Further, the longitudinal direction of the at least one end about 5~100mm said to (as tip eg eave portion) flocked portion 2 is thermocompression bonding as thermocompression bonding part 3 of the building material M 0, preferably, are 10~60mm formed . Further, longitudinal end the flocked portion 2 is thermocompression bonded thermocompression bonded portions 3 as about 5 to 100 (the ridge portion or the rear doors section as the rear end) of the building material M 0, preferably, 10 to 60 mm formed Sometimes it is done. Moreover, although the thermocompression bonding part 3 of the front-end | tip part and a rear-end is normally performed separately with the apparatus which is not shown in figure, it may form simultaneously. Further, in FIG. 4B or FIG. 4D, the figure in the middle of molding is an image diagram of the process of becoming the final product, which is different from the actual one.

特に、建築材料M0 の長手方向の少なくとも一端(先端部として軒先部)を熱圧着部3として形成するのは、図12に示すように、軒先面戸5、6又は7を固定させたときに、該軒先面戸との重合面を非雨水浸透部とすることで雨水の毛管現象を防止するためである。前記軒先面戸5は嵌合方式の嵌合用屋根板Aとキャップ材Bとに嵌める面戸であり、前記軒先面戸6は馳締め方式の馳締め用屋根板Cに嵌める面戸であり、前記軒先面戸7は重ね方式の重合用屋根板Dに嵌める面戸である。但し、軒先面戸5、6又は7を使用しないことも多く、本願のように、軒先部分を所定の幅で熱圧着しておけば、この部分からの毛細管現象はなく、変色の発生はない。 In particular, at least one end in the longitudinal direction of the building material M 0 (the eave portion as the tip) is formed as the thermocompression bonding portion 3 when the eaves front door 5, 6 or 7 is fixed as shown in FIG. Furthermore, it is for preventing the capillary phenomenon of rainwater by making the superposition | polymerization surface with this eaves front surface door into a non-rainwater penetration | infiltration part. The eaves face door 5 is a face door that fits into the mating roof plate A and the cap material B, and the eaves face door 6 is a face door that fits into the tightening roof plate C. The eaves face door 7 is a face door that fits on the overlapping roofing plate D. However, the eaves front door 5, 6 or 7 is often not used, and if the eaves part is thermocompression bonded with a predetermined width as in the present application, there is no capillary phenomenon from this part and no discoloration occurs. .

ここで、屋根材の軒先側に相当する部位、つまり、植毛鋼板の長さ方向端部(先端部又は後端部)に非植毛部2xを植毛鋼板の製造過程で形成させることは非常に難しい。つまり、コイル状の鋼鈑1の長手方向に沿って植毛部2を設ける場合に、その長手方向に直交する特定の箇所(施工場所によって異なる建築材長さに該当する箇所)に複数の非植毛部2xを形成することは製造上極めて困難(高コスト)である。このため、建築材料M0 の長手方向の少なくとも一端(先端部として軒先部)は前記植毛部2を加工して熱圧着部3として形成するものである。 Here, it is very difficult to form the non-flocked portion 2x in the part corresponding to the eaves side of the roofing material, that is, the end portion in the length direction (front end portion or rear end portion) of the flocked steel plate in the manufacturing process of the flocked steel plate. . That is, when providing the flocked part 2 along the longitudinal direction of the coiled steel plate 1, a plurality of non-flocked hairs at a specific position (corresponding to a construction material length that differs depending on the construction site) orthogonal to the longitudinal direction. Forming the portion 2x is extremely difficult (high cost) in manufacturing. For this reason, at least one end of the building material M 0 in the longitudinal direction (the eaves tip portion as the tip portion) is formed as the thermocompression bonding portion 3 by processing the flocked portion 2.

鋼鈑1の長手方向の少なくとも一端(先端部として軒先部)を熱圧着部3として形成する熱圧着法(実施例)は、必要な幅を有する加熱金型で圧着した。圧着には、加熱ロールの使用も有効であった。本熱圧着は、圧着温度が重要で、植毛材の軟化点以上で圧着することが重要であった。そして、圧着時間は圧着温度が高いと短く、低いと長めの時間を必要とした。1秒以内から数分とまちまちである。ちなみに、植毛ナイロン66の軟化点は230〜235℃、融点は250〜260℃である。又、ナイロン6の軟化点は180℃、融点は215〜220℃である。前記熱圧着部3は、熱圧着により植毛間の間隙は殆どなくなるか、又は消滅するのである。その結果、これら熱圧着部3は、図2(C)に示すように、凹んで溝状に形成されるのである。   In the thermocompression bonding method (Example) in which at least one end in the longitudinal direction of the steel plate 1 (the eaves tip portion as a tip portion) is formed as the thermocompression bonding portion 3, the heat bonding is performed with a heating mold having a necessary width. The use of a heating roll was also effective for the pressure bonding. In the thermocompression bonding, the pressure bonding temperature is important, and it is important to perform the pressure bonding at a temperature higher than the softening point of the flocking material. The pressure bonding time is short when the pressure bonding temperature is high, and requires a longer time when the temperature is low. It varies from less than 1 second to several minutes. Incidentally, the flocked nylon 66 has a softening point of 230 to 235 ° C. and a melting point of 250 to 260 ° C. Nylon 6 has a softening point of 180 ° C. and a melting point of 215 to 220 ° C. In the thermocompression bonding part 3, the gap between the flocks is almost eliminated or disappears by thermocompression bonding. As a result, as shown in FIG. 2C, these thermocompression bonding portions 3 are recessed and formed in a groove shape.

また、本発明の第2実施形態は、亜鉛鉄板等を素材とする植毛鋼板を成型した,長手方向に長尺な建築材料M0 において、鋼鈑1の幅方向に少なくとも一側に、非植毛部2xが形成され、長手方向の少なくとも一端に前記植毛部2が塗装されて塗装部4として形成されてなる水浸透防止処理した植毛鋼板屋根材である。つまり、前述した第1実施形態における非植毛部2xは同一であり、第1実施形態における熱圧着部3を塗装部4に変換した構成である。このため、植毛部2及び非植毛部2xの説明は省略する。また、塗装部4については、前述した熱圧着部3の幅等と同一であり、この説明も省略する。 Further, in the second embodiment of the present invention, in the building material M 0 formed in the longitudinal direction and formed from a flocked steel plate made of a zinc iron plate or the like, the non-flocked flock is formed on at least one side in the width direction of the steel plate 1. This is a flocked steel sheet roofing material that is formed with a part 2x and is formed as a painted part 4 by coating the flocked part 2 on at least one end in the longitudinal direction. That is, the non-flocked part 2x in the first embodiment described above is the same, and the thermocompression bonding part 3 in the first embodiment is converted to the coating part 4. For this reason, description of the flocked part 2 and the non-flocked part 2x is abbreviate | omitted. Moreover, about the coating part 4, it is the same as the width | variety etc. of the thermocompression bonding part 3 mentioned above, This description is also abbreviate | omitted.

特に、建築材料M0 の長手方向の少なくとも一端(先端部として軒先部)を塗装部4として形成するのは、図12に示すように、軒先面戸5、6又は7を固定させたときに、該軒先面戸5、6又は7との重合面を非雨水浸透部として雨水の毛細管現象を防止するためである。但し、上記軒先面戸5、6又は7を使用しないこともあり、この場合は軒先から廻りこむ雨水の毛細管現象を防止する。塗装部4として形成した場合にも、熱圧着部3と同様な効果を奏し、熱圧着部3の成形は迅速にできる。実施例として、塗料;神東塗料製のマイルドシリコン(商標名)を塗装法としてローラー塗布して常温乾燥させた。なお、付着量(乾燥時)は約20〜50g/m2(片面)程度である。 In particular, at least one end in the longitudinal direction of the building material M 0 (the eave portion as the tip) is formed as the coating portion 4 when the eaves front door 5, 6 or 7 is fixed as shown in FIG. This is to prevent the rainwater capillary phenomenon by using the overlapping surface with the eaves front door 5, 6 or 7 as a non-rainwater permeation portion. However, the eaves front door 5, 6 or 7 may not be used. In this case, the capillary action of rainwater flowing from the eaves is prevented. Even when formed as the coating part 4, the same effect as the thermocompression bonding part 3 is produced, and the thermocompression bonding part 3 can be formed quickly. As an example, paint; mild silicon (trade name) manufactured by Shinto Paint was applied by roller as a coating method and dried at room temperature. The adhesion amount (during drying) is about 20 to 50 g / m 2 (single side).

また、本発明の第3実施形態は、適宜な幅で、且つ長手方向に長尺な建築材料M0 において、鋼鈑1の幅方向の全体に植毛部2が植設され、該幅方向に少なくとも一側に、該植毛部2が熱圧着されて熱圧着部3として形成され、更に長手方向の少なくとも一端にも前記植毛部2が熱圧着されて熱圧着部3として形成されてなるものである。この実施形態では、建築材料M0 の周囲の多くが熱圧着部3として形成されており、その具体的な実施例及び寸法等は前述した第1実施形態のそれぞれの嵌合方式の嵌合用屋根板A、馳締め方式の馳締め用屋根板C、重ね方式の重合用屋根板Dと同一である。また、水浸透防止の作用も同一である。 In the third embodiment of the present invention, in the building material M 0 having an appropriate width and long in the longitudinal direction, the flocked portion 2 is planted in the entire width direction of the steel plate 1, and the width direction is The flocked portion 2 is thermocompression bonded to at least one side to be formed as a thermocompression bonded portion 3, and further, the flocked portion 2 is thermocompression bonded to at least one end in the longitudinal direction to be formed as the thermocompression bonded portion 3. is there. In this embodiment, most of the periphery of the building material M 0 is formed as the thermocompression bonding part 3, and specific examples, dimensions, and the like thereof are the fitting roofs of the respective fitting methods of the first embodiment described above. It is the same as the plate A, the roofing roof plate C of the tightening method, and the overlapping roof plate D of the overlapping method. Moreover, the action of preventing water penetration is the same.

さらに、本発明の第4実施形態は、前記第3実施形態において、鋼鈑1の長手方向の少なくとも一端の熱圧着部3を塗装部4として形成したものであり、他の構成は第3実施形態と同一であり、その説明を省略する。本発明の第5実施形態は、前記第3実施形態において、幅方向に少なくとも一側の熱圧着部3と、長手方向の少なくとも一端の熱圧着部3とを、全て塗装部4、4として形成したものである。つまり、この実施形態では、建築材料M0 の周囲の多くが塗装部4として形成されており、その具体的な実施例及び寸法等は前述した第1実施形態のそれぞれの嵌合方式の嵌合用屋根板A、馳締め方式の馳締め用屋根板C、重ね方式の重合用屋根板Dと同一である。また、水浸透防止の作用も同一であり、説明を省略する。特に、塗装部4にて形成した場合は、熱圧着部3のように加熱による設備を不要にできる利点がある。 Furthermore, the fourth embodiment of the present invention is such that, in the third embodiment, the thermocompression bonding portion 3 at least one end in the longitudinal direction of the steel plate 1 is formed as the coating portion 4, and the other configuration is the third embodiment. It is the same as the form, and the description is omitted. In the fifth embodiment of the present invention, in the third embodiment, at least one thermocompression bonding portion 3 in the width direction and at least one thermocompression bonding portion 3 in the longitudinal direction are all formed as coating portions 4 and 4. It is a thing. That is, in this embodiment, most of the periphery of the building material M 0 is formed as the coating portion 4, and specific examples and dimensions thereof are for fitting in the respective fitting methods of the first embodiment described above. It is the same as the roof plate A, the roof plate C for the tightening method, and the roof plate D for the overlapping method. Moreover, the effect | action of water penetration prevention is also the same, and description is abbreviate | omitted. In particular, when the coating part 4 is formed, there is an advantage that the equipment by heating as in the thermocompression bonding part 3 can be made unnecessary.

また、前記非植毛部2x及び塗装部4は一面全体が帯状になって形成されているが、熱圧着部3の場合は、狭いロール幅の熱圧着部3が2つ、3つと平行して形成されることがある。つまり、細い帯状熱圧着部3と細い帯状植毛部2とが交互に形成されることもある。このように成形されても、水浸透防止の作用効果は同等である。   In addition, the non-planted portion 2x and the coating portion 4 are formed in a band shape on the entire surface, but in the case of the thermocompression bonding portion 3, two thermocompression bonding portions 3 having a narrow roll width are parallel to the three. Sometimes formed. That is, the thin strip-shaped thermocompression bonding portions 3 and the narrow strip-shaped flocked portions 2 may be alternately formed. Even if molded in this way, the effect of preventing water penetration is the same.

また、本発明の第5実施形態は、適宜な幅で、且つ長手方向に長尺な建築材料M0 において、鋼鈑1の幅方向の全体に植毛部2が植設され、該幅方向に少なくとも一側に、該植毛部2が研摩、研削により機械的に除去され、更に長手方向の少なくとも一端にも前記植毛部2が研摩、研削により機械的に除去されてなるものである。この第5実施形態は、前述の熱圧着や塗装に替わる方法として、毛細管現象をなくしたい部分の植毛部を機械的な研摩、研削により除去するものである。除去部分の植毛除去率であるが、50%以上、好ましくは、80%以上除去すれば良く、必ずしも100%除去である必要はない。つまり、50%以上、好ましくは、80%以上除去すれば、毛細管現象が著しく小さくなるのである。機械的な摩擦や研削時に植毛が発熱し、これによる植毛間の融着もプラスに作用しているものと判断される。 Further, in the fifth embodiment of the present invention, in the building material M 0 having an appropriate width and long in the longitudinal direction, the flocked portion 2 is planted in the entire width direction of the steel plate 1, and the width direction is The flocked portion 2 is mechanically removed by polishing and grinding on at least one side, and the flocked portion 2 is mechanically removed by polishing and grinding on at least one end in the longitudinal direction. In the fifth embodiment, as a method for replacing the above-described thermocompression bonding and coating, a portion of the flocked portion where the capillary phenomenon is desired to be eliminated is removed by mechanical polishing and grinding. The removal rate of the transplanted portion is 50% or more, preferably 80% or more, and not necessarily 100% removal. That is, if it is removed by 50% or more, preferably 80% or more, the capillary phenomenon is remarkably reduced. It is judged that the flocks generate heat during mechanical friction and grinding, and the fusion between the flocks due to this also has a positive effect.

機械的除去法としては、回転式砥石による方法、回転式研摩布紙による方法及びパフ研摩法等が有効である。この中で、パフ研摩法の場合、♯150〜♯320のエメリーを研摩材とするパフ研摩を30秒〜2分行えば、50%以上の除去率で植毛が除去され、その部分の毛細管現象はなくなった。また、前記幅方向の一側のみを非植毛部2xとし、又は前記植毛部2を熱圧着若しくは塗装するものとし、更に長手方向の少なくとも一端にも前記植毛部2が研摩、研削により機械的に除去されてなる実施形態もある。さらに、前記幅方向の両側を非植毛部2xとし、又は前記植毛部2を熱圧着若しくは塗装するものとし、更に長手方向の少なくとも一端にも前記植毛部2が研摩、研削により機械的に除去されてなる実施形態とすることもある。   As the mechanical removal method, a method using a rotating grindstone, a method using a rotating abrasive cloth, a puff polishing method, and the like are effective. Among these, in the case of the puff polishing method, if puff polishing using emery of # 150 to # 320 as an abrasive is performed for 30 seconds to 2 minutes, the flocking is removed at a removal rate of 50% or more, and the capillary phenomenon of the portion is lost. Further, only one side in the width direction is a non-flocked portion 2x, or the flocked portion 2 is thermocompression-bonded or painted, and the flocked portion 2 is mechanically polished and ground at least at one end in the longitudinal direction. In some embodiments, it is removed. Further, both sides in the width direction are set as non-flocked portions 2x, or the flocked portions 2 are thermocompression-bonded or painted, and the flocked portions 2 are mechanically removed by grinding and grinding at least at one end in the longitudinal direction. The embodiment may be configured as follows.

植毛鋼板板厚:0.6mmの場合
<植毛鋼板端部の熱圧着条件>
<実施例1>植毛材の軟化点以上で圧着の場合
・植毛材;ナイロン6及びナイロン66の短繊維
・成型前植毛鋼板;幅方向両端部を非植毛部とし、長手端部を下記条件で熱圧着
・240℃×加熱時間2秒以内で熱圧着(ナイロン6の場合、205℃×時間2秒以内) ・熱圧着;240℃(又は205℃)に加熱した上下の金型に植毛鋼板を挟み込むようにして、所定時間(2秒以内)加熱した。但し、上下金型は上下に移動して挟み込む方式とし、植毛面は上面とした。
<実施例2>植毛材の融点以上で熱圧着の場合
・植毛材;ナイロン66短繊維
・成型前植毛鋼板(2種類);幅方向両端部非植毛とし、長手端部を280℃×時間1 秒以内の条件で熱圧着
又は片面全面に植毛したものを、幅及び長手方向端部を280℃×時間1秒以内の条 件で熱圧着
・熱圧着;実施例1.上に同じ。但し、金型温度は280℃、圧着時間は1秒以内であ った。
<実施例3>
・植毛材:ナイロン66短繊維
・成型前植毛鋼板;幅方向両端部を非植毛とし、長手端部を塗装
・塗装法;マイルドシリコンを塗装→乾燥[乾燥時塗膜約30g/m2(片面)]
<比較例1>:ナイロン66の軟化点以下で熱圧着
・植毛材;ナイロン66短繊維
・成型前植毛鋼板;幅方向両端部を非植毛とし、長手端部を熱圧着
・150℃×加熱時間2秒
・熱圧着:実施例1に同じ。但し、金型温度は150℃、圧着2秒であった。
<水浸透試験>
上記熱圧着処理した植毛鋼板製屋根材のカットサンプルを、熱圧着部3又は塗装部を下側にして約5mm深さの常温水に浸漬。30時間後の熱圧着部3又は塗装部を越えて水浸透した長さを測定した。

Figure 2006083631
Flocked steel plate thickness: 0.6 mm <Thermocompression bonding conditions at the end of the flocked steel plate>
<Example 1> In the case of pressure bonding above the softening point of the flocking material: Flocking material: Nylon 6 and nylon 66 short fibers, pre-molded flocking steel sheet; Thermocompression bonding: 240 ° C x Heating time within 2 seconds (Nylon 6: 205 ° C x time within 2 seconds) • Thermocompression bonding: Flocked steel sheets are placed on upper and lower molds heated to 240 ° C (or 205 ° C). It was heated for a predetermined time (within 2 seconds) so as to be sandwiched. However, the upper and lower molds were moved up and down and sandwiched, and the flocked surface was the upper surface.
<Example 2> In the case of thermocompression bonding above the melting point of the flocked material: Flocked material: Nylon 66 short fiber-Pre-molded flocked steel plate (2 types); Thermocompression bonding under the condition of less than 1 second, or hair transplanted on the entire surface of one side, thermocompression bonding under the condition that the width and the longitudinal direction end are within 280 ° C. × time within 1 second. Same as above. However, the mold temperature was 280 ° C. and the pressure bonding time was within 1 second.
<Example 3>
・ Flocking material: Nylon 66 short fiber ・ Flocked steel plate before molding; Non-flocked at both ends in the width direction and painted at the longitudinal end ・ Painting method: Painted with mild silicon → Dry [applied coating about 30 g / m 2 (one side) ]]
<Comparative example 1>: Thermocompression bonding below the softening point of nylon 66-Flocking material: Nylon 66 short fiber-Flocked steel sheet before molding: Non-planted in both ends in the width direction and thermocompression bonding at the longitudinal ends-150 ° C x heating time 2 sec. Thermocompression bonding: Same as Example 1. However, the mold temperature was 150 ° C. and pressure bonding was 2 seconds.
<Water penetration test>
The cut sample of the flocked steel sheet roofing material subjected to the thermocompression treatment is immersed in room temperature water having a depth of about 5 mm with the thermocompression bonding part 3 or the coating part facing down. The length of water penetration beyond the thermocompression bonding part 3 or the coating part after 30 hours was measured.
Figure 2006083631

(A)は本発明の成型前裏面図、(B)は(A)の材料にて成型された嵌合方式の嵌合用屋根板の斜視図である。(A) is a back view before molding of the present invention, and (B) is a perspective view of a roofing sheet for fitting of a fitting method molded with the material of (A). (A)は図1(A)のX1 ーX1 矢視端面図、(B)は図1(A)のX2 ーX2 矢視端面図、(C)は図1(A)のX3 ーX3 矢視端面図、(D)は(C)の別の実施態様の端面図である。(A) is X 1 over X 1 arrow end view of FIG. 1 (A), the (B) in FIG. 1 X 2 over X 2 arrow end view of (A), (C) Fig. 1 (A) X 3 over X 3 arrow end view, an end view of another embodiment of (D) is (C). (A)は本発明の成型前板材の端面図、(B)は(A)の材料にて成型された嵌合方式の嵌合用屋根板の断面図である。(A) is an end view of a pre-molding plate material of the present invention, and (B) is a cross-sectional view of a fitting roof plate of a fitting method molded from the material of (A). (A)は本発明の成型前板材の裏面側から見た一部斜視図、(B)は裏面側から見た成型途中の一部概略斜視図、(C)は裏面側から見た成型された嵌合用屋根板の一部斜視図、(D)は表面側から見た成型途中の一部概略斜視図、(E)は表面側から見た成型された嵌合用屋根板の一部斜視図である。(A) is a partial perspective view as seen from the back side of the pre-molding plate material of the present invention, (B) is a partial schematic perspective view during molding as seen from the back side, and (C) is molded from the back side. (D) is a partial schematic perspective view in the middle of molding as viewed from the surface side, (E) is a partial perspective view of the molded roof panel for fitting as viewed from the surface side. It is. (A)は嵌合用屋根板とキャップ材による嵌合屋根の一部断面図、(B)は要部拡大断面図である。(A) is a partial cross-sectional view of the roof fitted with the roof plate for fitting and the cap material, (B) is an enlarged cross-sectional view of the main part. (A)は本発明の成型前裏面図、(B)は(A)の材料にて成型された馳締め方式の馳締め用屋根板の斜視図、(C)は(A)のX4 ーX4 矢視端面図、(D)は(A)のX5 ーX5 矢視端面図、(E)は(A)のX6 ーX6 矢視端面図、(F)は(E)の別の実施態様の端面図である。(A) is a rear view before molding according to the present invention, (B) is a perspective view of a roofing plate for fastening with a fastening method molded with the material of (A), and (C) is X 4 -of (A). X 4 arrow end view, (D) is X 5 over X 5 arrow end view, (E) is X 6 over X 6 arrow end view of (a) of (a), (F) is (E) FIG. 6 is an end view of another embodiment of the present invention. (A)は本発明の成型前板材の裏面側から見た一部斜視図、(B)は裏面側から見た成型された馳締め用屋根板の一部斜視図である。(A) is the partial perspective view seen from the back side of the board | plate material before shaping | molding of this invention, (B) is the partial perspective view of the shape | molded roofing roof board seen from the back side. (A)は本発明の成型前板材の端面図、(B)は(A)の材料にて成型された馳締め用屋根板の断面図である。(A) is an end view of the pre-molding plate material of the present invention, and (B) is a cross-sectional view of a roofing plate for tightening molded from the material of (A). (A)は馳締め用屋根板の下馳部箇所の断面図、(B)は馳締め用屋根板の上馳部箇所の断面図、(C)は馳締め用屋根板による馳締め屋根の一部断面図、(D)は要部拡大断面図である。(A) is a cross-sectional view of the lower heel portion of the roofing roof plate, (B) is a cross-sectional view of the upper heel portion of the roofing roof plate, and (C) is a view of the roof tightening by the roofing roof plate. A partial sectional view, (D) is an enlarged sectional view of a main part. (A)は本発明の成型前裏面図、(B)は(A)の材料にて成型された重ね方式の重合用屋根板の斜視図、(C)は(A)のX7 ーX7 矢視端面図、(D)は(A)のX8 ーX8 矢視端面図、(E)は(D)の別の実施態様の端面図である。(A) is a rear view before molding of the present invention, (B) is a perspective view of a polymerization shingle lap scheme is molded of a material of (A), X 7 over X 7 of (C) is (A) arrow end view, (D) is X 8 over X 8 arrow end view of (a), is an end view of another embodiment of the (E) is (D). (A)は重ね方式の重合屋根の一部断面図、(B)は要部拡大断面図である。(A) is a partial cross-sectional view of a superposed roof, and (B) is an enlarged cross-sectional view of a main part. (A)は嵌合屋根の軒先箇所の一部斜視図、(B)は馳締め屋根の軒先箇所の一部斜視図、(C)は重合屋根の軒先箇所の一部斜視図である。(A) is a partial perspective view of the eaves part of a fitting roof, (B) is a partial perspective view of the eaves part of a tightened roof, (C) is a partial perspective view of the eaves part of a superposition roof.

符号の説明Explanation of symbols

1…鋼鈑、2…植毛部、2x…非植毛部、3…熱圧着部、4…塗装部。   DESCRIPTION OF SYMBOLS 1 ... Steel plate, 2 ... Flocked part, 2x ... Non-flocked part, 3 ... Thermocompression bonding part, 4 ... Painted part.

Claims (13)

適宜な幅で、且つ長手方向に長尺な建築材料において、長手方向の少なくとも一端に植毛部が熱圧着されて熱圧着部として形成されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料。   In a building material having an appropriate width and long in the longitudinal direction, a flocked steel sheet subjected to water penetration prevention treatment, wherein the flocked portion is formed as a thermocompression bonded portion by thermocompression bonding at least at one end in the longitudinal direction. Building material. 適宜な幅で、且つ長手方向に長尺な建築材料において、長手方向の少なくとも一端に植毛部が塗装されて塗装部として形成されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料。   In a building material having an appropriate width and long in the longitudinal direction, a flocked steel building material treated with water penetration prevention is formed by coating the flocked portion at least at one end in the longitudinal direction to form a painted portion. . 適宜な幅で、且つ長手方向に長尺な建築材料において、長手方向の少なくとも一端に植毛部が機械的に除去されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料。   A building material made of flocked steel sheet subjected to water permeation prevention treatment, wherein the flocked portion is mechanically removed at least at one end in the longitudinal direction in a building material having an appropriate width and long in the longitudinal direction. 適宜な幅で、且つ長手方向に長尺な建築材料において、幅方向に少なくとも一側に、非植毛部が形成され、他の幅方向の全体に植毛部が植設され、長手方向の少なくとも一端に該植毛部が熱圧着されて熱圧着部として形成されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料。   In a building material having an appropriate width and long in the longitudinal direction, a non-flocked portion is formed on at least one side in the width direction, and a flocked portion is planted in the entire other width direction, and at least one end in the longitudinal direction. A flocked steel plate building material subjected to water permeation prevention treatment, wherein the flocked portion is thermocompression-bonded to form a thermocompression bonded portion. 適宜な幅で、且つ長手方向に長尺な建築材料において、幅方向に少なくとも一側に、非植毛部が形成され、他の幅方向の全体に植毛部が植設され、長手方向の少なくとも一端に該植毛部が塗装されて塗装部として形成されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料。   In a building material having an appropriate width and long in the longitudinal direction, a non-flocked portion is formed on at least one side in the width direction, and a flocked portion is planted in the entire other width direction, and at least one end in the longitudinal direction. A flocked steel plate building material subjected to water penetration prevention treatment, wherein the flocked portion is coated to form a painted portion. 適宜な幅で、且つ長手方向に長尺な建築材料において、幅方向の全体に植毛部が植設され、該幅方向に少なくとも一側に、該植毛部が熱圧着されて熱圧着部として形成され、更に長手方向の少なくとも一端にも該植毛部が熱圧着されて熱圧着部として形成されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料。   In a building material having an appropriate width and long in the longitudinal direction, a flocked portion is planted in the entire width direction, and the flocked portion is formed by thermocompression bonding at least on one side in the width direction to form a thermocompression bonded portion. Further, the flocked steel plate building material subjected to water permeation prevention treatment, wherein the flocked portion is thermocompression-bonded to at least one end in the longitudinal direction to form a thermocompression bonded portion. 適宜な幅で、且つ長手方向に長尺な建築材料において、幅方向の全体に植毛部が植設され、該幅方向に少なくとも一側に、該植毛部が熱圧着されて熱圧着部として形成され、更に長手方向の少なくとも一端にも該植毛部が塗装されて塗装部として形成されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料。   In a building material having an appropriate width and long in the longitudinal direction, a flocked portion is planted in the entire width direction, and the flocked portion is formed by thermocompression bonding at least on one side in the width direction to form a thermocompression bonded portion. Further, the flocked steel building material treated with water permeation prevention treatment, wherein the flocked portion is coated on at least one end in the longitudinal direction to form a painted portion. 適宜な幅で、且つ長手方向に長尺な建築材料において、幅方向の全体に植毛部が植設され、該幅方向に少なくとも一側に、該植毛部が塗装されて塗装部として形成され、更に長手方向の少なくとも一端にも該植毛部が塗装されて塗装部として形成されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料。   In a building material having an appropriate width and long in the longitudinal direction, a flocked portion is planted in the entire width direction, and the flocked portion is coated on at least one side in the width direction to form a painted portion, Further, the flocked steel building material subjected to water penetration prevention treatment, wherein the flocked portion is coated on at least one end in the longitudinal direction to form a painted portion. 請求項4,5,6,7又は8において、前記幅方向は一側のみ非植毛部とし、又は前記植毛部を熱圧着若しくは塗装するものとし、該部分が重ね方式の建築材料の重ね部側としてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料。   9. The width direction according to claim 4, 5, 6, 7 or 8, wherein the width direction is a non-flocked portion only on one side, or the flocked portion is thermocompression-bonded or painted, and this portion is a stacked portion side of a building material of a stacking system. A flocked steel building material treated with water penetration prevention, characterized in that 請求項4,5,6,7又は8において、前記幅方向は両側を非植毛部とし、又は前記植毛部を熱圧着若しくは塗装するものとし、嵌合部又は馳締部に相当する部位としてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料。   In Claim 4, 5, 6, 7 or 8, the width direction is a non-flocked portion on both sides, or the flocked portion is thermocompression-bonded or painted, and corresponds to a fitting portion or a tightening portion. A flocked steel building material that has been treated to prevent water penetration. 請求項1,4,6,7,9又は10において、前記熱圧着部が溝状に形成されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料。   The building material made of flocked steel sheet subjected to water permeation prevention treatment according to claim 1, 4, 6, 7, 9 or 10, wherein the thermocompression bonding part is formed in a groove shape. 適宜な幅で、且つ長手方向に長尺な建築材料において、幅方向の全体に植毛部が植設され、該幅方向に少なくとも一側の前記植毛部が、且つ長手方向の少なくとも一端の該植毛部がそれぞれ機械的に除去されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料。   In a building material having an appropriate width and long in the longitudinal direction, a flocked portion is planted in the entire width direction, and the flocked portion on at least one side in the width direction and the flocked at least at one end in the longitudinal direction. A flocked steel building material treated with water penetration prevention, characterized in that each part is mechanically removed. 請求項4,5,6,7又は8において、前記幅方向の少なくとも一側を非植毛部とし、又は前記植毛部を熱圧着若しくは塗装するものとし、更に長手方向の少なくとも一端の前記植毛部が機械的に除去されてなることを特徴とする水浸透防止処理した植毛鋼板製建築材料。   In Claim 4, 5, 6, 7 or 8, at least one side in the width direction is a non-flocked part, or the flocked part is thermocompression-bonded or painted, and further, the flocked part at least at one end in the longitudinal direction is A flocked steel building material treated with water penetration prevention, which is mechanically removed.
JP2004270676A 2004-09-17 2004-09-17 Building material made of flocked steel plate treated for preventing water permeation Pending JP2006083631A (en)

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58101763A (en) * 1981-12-09 1983-06-17 Kyowa Leather Kk Continuous production of decorative sheet flocked like print
JPH03206189A (en) * 1989-12-30 1991-09-09 Sanei Chem Kk Flocking transfer cloth of heat inversion type and production thereof
JPH0941580A (en) * 1995-08-01 1997-02-10 Osaka Tetsuken Kyodo Kumiai Batten seam type angle corrugated sheet
JPH11200258A (en) * 1998-01-14 1999-07-27 Achilles Corp Decorative sheet
JP2003138696A (en) * 2001-10-31 2003-05-14 Ig Tech Res Inc Roofing material
JP2005098042A (en) * 2003-08-21 2005-04-14 Sumitomo Corp Roof material made of heir transplantation steel sheet

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58101763A (en) * 1981-12-09 1983-06-17 Kyowa Leather Kk Continuous production of decorative sheet flocked like print
JPH03206189A (en) * 1989-12-30 1991-09-09 Sanei Chem Kk Flocking transfer cloth of heat inversion type and production thereof
JPH0941580A (en) * 1995-08-01 1997-02-10 Osaka Tetsuken Kyodo Kumiai Batten seam type angle corrugated sheet
JPH11200258A (en) * 1998-01-14 1999-07-27 Achilles Corp Decorative sheet
JP2003138696A (en) * 2001-10-31 2003-05-14 Ig Tech Res Inc Roofing material
JP2005098042A (en) * 2003-08-21 2005-04-14 Sumitomo Corp Roof material made of heir transplantation steel sheet

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