WO2003002832A1 - Method for reconstructing a roofed house - Google Patents

Method for reconstructing a roofed house Download PDF

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Publication number
WO2003002832A1
WO2003002832A1 PCT/JP2001/005531 JP0105531W WO03002832A1 WO 2003002832 A1 WO2003002832 A1 WO 2003002832A1 JP 0105531 W JP0105531 W JP 0105531W WO 03002832 A1 WO03002832 A1 WO 03002832A1
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WO
WIPO (PCT)
Prior art keywords
house
rooftop
roof
shaped steel
folded plate
Prior art date
Application number
PCT/JP2001/005531
Other languages
French (fr)
Japanese (ja)
Inventor
Kenichi Miyamoto
Original Assignee
Miyamoto House Industry Co.,Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Miyamoto House Industry Co.,Ltd filed Critical Miyamoto House Industry Co.,Ltd
Priority to PCT/JP2001/005531 priority Critical patent/WO2003002832A1/en
Priority to JP2002522484A priority patent/JP3668893B2/en
Publication of WO2003002832A1 publication Critical patent/WO2003002832A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36Connecting; Fastening
    • E04D3/3608Connecting; Fastening for double roof covering or overroofing
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36Connecting; Fastening
    • E04D3/3607Connecting; Fastening the fastening means comprising spacer means adapted to the shape of the profiled roof covering
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging

Definitions

  • the present invention has been made in view of the above circumstances, and provides a construction method capable of easily remodeling an existing house into a house with a rooftop in a relatively short period of time, and having excellent livability after the remodeling. That is the task. Disclosure of the invention
  • a cylindrical body having an internal thread formed therein with an internal thread is projected upward from the folded plate, and a through-hole is formed in the C-shaped steel corresponding to the position of the cylindrical body, and inserted into the through-hole. If a method is used in which the threaded male screw is screwed into the female screw of the cylindrical body and a C-shaped steel is attached to the folded plate, the C-shaped steel serving as the support base can be easily attached.
  • FIG. 1 is a perspective view of an existing house.
  • Fig. 2 is a perspective view of a house with a rooftop
  • Fig. 3 is a perspective view of the construction site showing the state after the roof removal process
  • Fig. 4 is a perspective view of the construction site showing the state after the framework process.
  • (A) is a front sectional view
  • (b) is a side sectional view.
  • FIG. 5 is a perspective view of a connecting portion of the steel pipe
  • FIG. 6 is a perspective view of a folded plate support body attaching portion to the steel pipe.
  • FIG. 7 is a (a) front sectional view and (b) a side sectional view of the construction site showing a state in which the folding plate attaching process has been completed
  • FIG. 8 shows a state in which the support base attaching process has been completed.
  • A Front sectional view and (b) Side sectional view of construction site shown
  • Fig. 9 shows (a) a front cross-sectional view and (b) a side cross-sectional view of the construction site showing a state where the roofing floor laying process has been completed.
  • FIG. 10 is a perspective view of a rooftop flooring
  • FIG. 11 is a perspective view of a prefabricated house.
  • a folded plate support 8 is mounted on the upper surface of the steel pipe 4 as shown in FIG.
  • a male screw rod 9 is provided on the top of the folded plate support 8 so as to protrude upward.
  • the folded plates 10 having a corrugated cross section are arranged without gaps on the framework of the steel pipe 4, and the male screw rods 9 are inserted into the through holes 10a formed in the folded plates 10.
  • the washer 11 is fitted to the male screw rod 9 and the nut 12 is screwed on to attach the folded plate 10 in a fixed state (folded plate attaching process). Adjacent folded plates 10 are not fixed. If the folded plates 10 are lined up with a steep slope in the groove direction, drainage is good.
  • a support 14 for a rooftop material is disposed on the folded plate 10 so as to intersect the groove direction of the folded plate, and a through hole 14 formed in the support is provided.
  • a port 15 as a male screw body is passed through a from above, and this is screwed into the female screw 13a of the cylindrical body 13 to attach the support base 14 (support base mounting step).
  • a C-shaped steel is used as the support 14, and the C-shaped steel is arranged so that the opening is on the lower side. Since the upper end of the cylindrical body 13 is almost in contact with the lower surface of the C-shaped steel, it is easy to align the port 15 with the female screw 13a.
  • the present invention is applicable to other than Japanese houses.
  • the roof part is formed by folded plates 10 with a corrugated cross section as in the Blehab house shown in Fig. 11, the existing folded plate 10 is used as it is, and the roof removal process, frame process and The folding plate mounting process can be omitted.
  • the construction method for renovating a house with a roof according to the present invention since the roof is constructed without dismantling the ceiling, the construction period is short, the construction cost is low, and the construction is underway. Can also live.
  • the roof is made of folded plates with a corrugated cross section, as in a prefabricated house, the existing folded plates can be used as they are and the construction is simplified.
  • the space between the ceiling and the rooftop flooring can be widened, so that a good living environment with excellent ventilation and heat insulation can be provided. can get.

Abstract

A construction method capable of reconstructing an existing house easily into such a roofed one for a relatively short time as is excellent in habitability after reconstructed. The method includes: a bearing bed mounting step of mounting bearing beds (14) of roof floor members on folding plates of an undulating section arranged with no clearance on the upper face of a house; and a roof floor member laying step of laying roof floor members (16) on the bearing beds (14).

Description

明 細 書 屋上付き家屋に改築する工事の方法 技術分野  Description Method of construction work to convert to a rooftop house
この発明は、 既存家屋を屋上付き家屋に改築する工事の方法に関する。 背景技術  The present invention relates to a construction method for renovating an existing house into a rooftop house. Background art
近年、 住環境や生活様式の変化に伴って屋上を備えた家屋に対する関心が高ま つており、 既存家屋の屋根を撤去して屋上を設ける改築を行うことが多くなつて いる。 従来、 この改築を行うに際しては、 屋根から天井にかけてを完全に撤去し てしまい、 新規建築の場合と同じ方法で屋上を構築していた。  In recent years, there has been growing interest in houses with a rooftop in response to changes in the living environment and lifestyles, and renovations to remove the rooftops of existing houses and provide a rooftop are increasing. In the past, when renovating, the roof-to-ceiling was completely removed, and the rooftop was constructed in the same way as for new buildings.
このため、 上記従来の改築方法は、 ェ期が長くなり、 その分工事費用も高くつ いた。 また、 工事期間中は居住できないので、 その間の生活場所を別に確保しな ければならず、 精神的にも金銭的にも住人にかかる負担が大きかった。  For this reason, the above-mentioned conventional rebuilding method requires a longer construction period, and the construction cost is correspondingly higher. In addition, they could not live during the construction period, so they had to secure a place to live during that time, which placed a heavy burden on residents both mentally and financially.
一般的に屋上付き家屋は屋根がないので断熱性が悪いという欠点を有している が、 従来の改築方法で構築された屋上付き家屋は、 上記欠点を克服することがで きなかった。 さらに、 適正な屋上床材を使用しないと、 雨漏りが発生する虞もあ る。  In general, a rooftop house has a drawback that it has poor heat insulation because it has no roof. However, a rooftop house constructed by conventional renovation methods could not overcome the above drawbacks. Furthermore, if proper roofing materials are not used, there is a risk of rain leakage.
本発明は上記事情に鑑みなされたものであって、 既存家屋を比較的短期間で容 易に屋上付き家屋に改築することができ、 しかも改築後の居住性に優れた工事の 方法を提供することを課題としている。 発明の開示  SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and provides a construction method capable of easily remodeling an existing house into a house with a rooftop in a relatively short period of time, and having excellent livability after the remodeling. That is the task. Disclosure of the invention
本発明にかかる屋上付き家屋に改築する工事の方法は、 家屋の上面に隙間なく 並べられた断面波形の折板の上に屋上床材の支持台を取り付ける支持台取付工程 と、 前記支持台の上に屋上床材を敷設する屋上床材敷設工程とを包含することを 特徴としている。 The method of construction work for renovating a house with a roof according to the present invention is as follows. A support base mounting step of mounting a roof floor material support base on the arranged cross-section corrugated plates, and a roof floor floor material laying step of laying a roof floor material on the support base. I have.
一般的な日本家屋の場合、 屋根を撤去して梁を露出させる屋根撤去工程と、 前 記梁の上に角材で枠組を組む枠組工程と、 前記枠組の上に断面波形の折板を隙間 なく並べて取り付ける折板取付工程とを経てから、 支持台取付工程と屋上床材敷 設工程の工事を行う。 プレハブ家屋のように屋根部分が断面波形の折板で形成さ れている場合は、 既存の折板をそのまま利用し、 屋根撤去工程、 枠組工程及び折 板取付工程を省くことができる。  In the case of a typical Japanese house, the roof removal process of removing the roof to expose the beam, the frame process of forming a frame with a square beam on the beam, and a folded plate with a corrugated cross section on the frame without gaps After going through the folding plate mounting process, which is to be installed side by side, the work for the support base mounting process and the roof floor laying process will be performed. If the roof is made of folded plates with a corrugated cross section, as in a prefabricated house, the existing folded plates can be used as they are, and the roof removal process, framing process and folded plate mounting process can be omitted.
上記工事の方法において、 前記支持台として C型鋼を用い、 該 C型鋼を開口部 を下側にして前記折板の溝方向と交差させて配置すると、 実用上好ましい結果が 得られる。  In the above construction method, if a C-shaped steel is used as the support and the C-shaped steel is arranged so that the opening is on the lower side and intersects the groove direction of the folded plate, practically preferable results are obtained.
その場合、 内周部に雌ねじが形成された筒体を前記折板から上向きに突設する とともに、 この筒体の位置に対応させて前記 C型鋼に通孔を形成し、 該通孔に挿 通した雄ねじ体を前記筒体の雌ねじに螺合させて折板に C型鋼を取り付ける方法 を採用すると、 支持台である C型鋼の取付が容易にである。 図面の簡単な説明  In this case, a cylindrical body having an internal thread formed therein with an internal thread is projected upward from the folded plate, and a through-hole is formed in the C-shaped steel corresponding to the position of the cylindrical body, and inserted into the through-hole. If a method is used in which the threaded male screw is screwed into the female screw of the cylindrical body and a C-shaped steel is attached to the folded plate, the C-shaped steel serving as the support base can be easily attached. BRIEF DESCRIPTION OF THE FIGURES
第 1図は、 既存家屋の斜視図である。 第 2図は屋上付き家屋の斜視図であり、 第 3図は屋根撤去工程を終えた状態を示す工事箇所の斜視図であり、 第 4図は枠 組工程を終えた状態を示す工事箇所の (a ) 正面断面図、 及び (b ) 側面断面図 である。 また、 第 5図は鋼管の連結部の斜視図であり、 第 6図は鋼管への折板支 持体取付部の斜視図である。 さらに、 第 7図は折板取付工程を終えた状態を示す 工事箇所の (a ) 正面断面図、 及び (b ) 側面断面図であり、 第 8図は支持台取 付工程を終えた状態を示す工事箇所の (a ) 正面断面図、 及び (b ) 側面断面図 であり、 第 9図は屋上床材敷設工程を終えた状態を示す工事箇所の (a ) 正面断 面図、 及び (b ) 側面断面図である。 加えて、 第 1 0図は屋上床材の斜視図であ り、 第 1 1図はプレハブ家屋の斜視図である。 発明を実施するための最良の形態 Figure 1 is a perspective view of an existing house. Fig. 2 is a perspective view of a house with a rooftop, Fig. 3 is a perspective view of the construction site showing the state after the roof removal process, and Fig. 4 is a perspective view of the construction site showing the state after the framework process. (A) is a front sectional view, and (b) is a side sectional view. FIG. 5 is a perspective view of a connecting portion of the steel pipe, and FIG. 6 is a perspective view of a folded plate support body attaching portion to the steel pipe. Further, FIG. 7 is a (a) front sectional view and (b) a side sectional view of the construction site showing a state in which the folding plate attaching process has been completed, and FIG. 8 shows a state in which the support base attaching process has been completed. (A) Front sectional view and (b) Side sectional view of construction site shown Fig. 9 shows (a) a front cross-sectional view and (b) a side cross-sectional view of the construction site showing a state where the roofing floor laying process has been completed. In addition, FIG. 10 is a perspective view of a rooftop flooring, and FIG. 11 is a perspective view of a prefabricated house. BEST MODE FOR CARRYING OUT THE INVENTION
以下、 第 1図に示す既存家屋 Aを第 2図に示す屋上付き家屋 Bに改築する工事 を例にとって、 本発明を具体的に説明する。  Hereinafter, the present invention will be described in detail with reference to an example of a work of renovating an existing house A shown in FIG. 1 to a house B with a roof shown in FIG.
改築工事に際しては、 まず既存家屋 Aの屋根 1を撤去して梁を露出させる (屋 根撤去工程) 。 第 3図は屋根撤去工程を終了した状態を示す工事箇所の斜視図で あり、 縦横に組まれた梁 2が露出している。 梁 2の下側には天井材 3がそのまま 残されている。  At the time of renovation work, the roof 1 of existing house A is first removed to expose the beams (roof removal process). Fig. 3 is a perspective view of the construction site showing the state where the roof removal process has been completed, and the beams 2 arranged vertically and horizontally are exposed. The ceiling material 3 remains under the beam 2.
次に、 第 4図に示すように、 梁 2の上に角材 4で枠組を組む (枠組工程) 。 図 示した実施の形態では、 角材として鋼管 4を使用し、 これを格子状に組んでいる 。 鋼管同士の連結方法としては、 例えば第 5図に示すように、 縦向きの鋼管 4 ( 1 ) に L型の連結片 5を溶接で取り付け、 この連結片 5と横向きの鋼管 4 ( 2 ) とをボルト 6とナツト 7で固定するとよい。  Next, as shown in FIG. 4, a frame is formed on the beam 2 with the square bar 4 (framing process). In the illustrated embodiment, a steel pipe 4 is used as a square bar, which is assembled in a lattice shape. As shown in Fig. 5, for example, as shown in Fig. 5, an L-shaped connecting piece 5 is attached to a vertical steel pipe 4 (1) by welding, and the connecting piece 5 and a horizontal steel pipe 4 (2) are connected. Should be fixed with bolts 6 and nuts 7.
また、 次の折板取付工程の前工程として、 第 6図に示すように、 鋼管 4の上面 に折板支持体 8を取り付ける。 この折板支持体 8の頂部には、 雄ねじ棒 9が上向 きに突出させて設けられている。  In addition, as a pre-process of the next folded plate mounting process, a folded plate support 8 is mounted on the upper surface of the steel pipe 4 as shown in FIG. A male screw rod 9 is provided on the top of the folded plate support 8 so as to protrude upward.
そして、 第 7図に示すように、 鋼管 4の枠組の上に断面波形の折板 1 0を隙間 なく並べ、 該折板 1 0に形成されている通孔 1 0 aに前記雄ねじ棒 9を挿通し、 その雄ねじ棒 9に座金 1 1を嵌合させてからナツト 1 2を螺着して折板 1 0を固 定状態に取り付ける (折板取付工程) 。 隣接する折板 1 0同士は固定しない。 折 板 1 0を溝方向に若千勾配をつけて並べると、 排水が良好である。  Then, as shown in FIG. 7, the folded plates 10 having a corrugated cross section are arranged without gaps on the framework of the steel pipe 4, and the male screw rods 9 are inserted into the through holes 10a formed in the folded plates 10. After inserting, the washer 11 is fitted to the male screw rod 9 and the nut 12 is screwed on to attach the folded plate 10 in a fixed state (folded plate attaching process). Adjacent folded plates 10 are not fixed. If the folded plates 10 are lined up with a steep slope in the groove direction, drainage is good.
さらに、 雄ねじ棒 9のナット 1 2よりも上端側部分に、 内周部に雌ねじ 1 3 a が形成された筒体 1 3を螺着する。 螺着状態では雄ねじ棒 9の上端よりも筒体 1 3の上端の方が高くなつている。 したがって、 内周部に雌ねじ 1 3 aが形成され た筒体 1 3が折板 1 0から上向きに突設された状態となる。 また、 筒体 1 3の長 さは、 筒体 1 3の上端位置が後記 C型鋼 1 4と後述する位置関係となるように定 められている。 Furthermore, at the upper end side of the male threaded rod 9 from the nut 12, and at the inner periphery, the female thread 13 a The cylindrical body 13 formed with is screwed. In the screwed state, the upper end of the cylindrical body 13 is higher than the upper end of the male screw rod 9. Therefore, the cylindrical body 13 having the female screw 13a formed on the inner peripheral part is in a state of protruding upward from the folded plate 10. Further, the length of the cylindrical body 13 is determined such that the upper end position of the cylindrical body 13 has a positional relationship described later with the C-shaped steel 14.
次いで、 第 8図に示すように、 折板 1 0の上に該折板の溝方向と交差させて屋 上床材の支持台 1 4を配置し、 該支持台に形成された通孔 1 4 aに雄ねじ体とし てのポルト 1 5を上から揷通し、 これを前記筒体 1 3の雌ねじ 1 3 aに螺合させ ることにより支持台 1 4を取り付ける (支持台取付工程) 。 支持台 1 4としては C型鋼を使用し、 該 C型鋼を開口部を下側にして配置してある。 筒体 1 3の上端 が C型鋼の下面にほぼ接しているので、 ポルト 1 5と雌ねじ 1 3 aの位置合わせ が容易である。  Next, as shown in FIG. 8, a support 14 for a rooftop material is disposed on the folded plate 10 so as to intersect the groove direction of the folded plate, and a through hole 14 formed in the support is provided. A port 15 as a male screw body is passed through a from above, and this is screwed into the female screw 13a of the cylindrical body 13 to attach the support base 14 (support base mounting step). A C-shaped steel is used as the support 14, and the C-shaped steel is arranged so that the opening is on the lower side. Since the upper end of the cylindrical body 13 is almost in contact with the lower surface of the C-shaped steel, it is easy to align the port 15 with the female screw 13a.
最後に、 第 9図に示すように、 支持台 1 4の上に屋上床材 1 6を敷設する (屋 上床材敷設工程) 。 屋上床材 1 6は、 第 1 0図に示すように、 一方の端縁には平 板状の第一垂下部 1 6 aが形成され、 他方の端縁には底面のレベルが前記第一垂 下部 1 6 aの下端のレベルとほぼ同じの溝を有する第二垂下部 1 6 bが形成され た形状をしている。 第二垂下部 1 6 bの溝に隣りの屋上床材 1 6の第一垂下部 1 6 aが嵌合する状態で各屋上床材 1 6を敷設し、 ねじ式固着具 1 7によって支持 台 1 4に固着する。 これにより、 隣り合う屋上床材 1 6同士の間に水が入っても 、 その水は第二垂下部 1 6 bの溝に受けられ、 これより内部に侵入しない。  Finally, as shown in FIG. 9, the rooftop material 16 is laid on the support base 14 (rooftop material laying process). As shown in FIG. 10, the roof flooring material 16 has a flat plate-shaped first hanging part 16a formed at one edge, and the bottom surface level at the other edge. It has a shape in which a second hanging part 16b having a groove substantially the same as the level of the lower end of the hanging part 16a is formed. Lay each flooring material 16 in a state where the first hanging material 16a of the adjacent roofing material 16 fits into the groove of the second hanging material 16b, and support it with the screw-type fastener 17 Stick to 14 Thus, even if water enters between the adjacent roof floor materials 16, the water is received in the groove of the second hanging part 16 b and does not enter the interior any more.
このように構築された屋上付き家屋 Bは、 天井材 3と屋上床材 1 6との間に折 板 1 0によって上下に仕切られた 2空間が形成されるので、 断熱性がよい。 また 、 屋上床材の支持台 1 4として C型鋼が用いられているので、 天井材 3と屋上床 材 1 6との間の空間が広くなり、 断熱に有効な構造となっている。  In the house B with a rooftop constructed in this way, two spaces are formed between the ceiling material 3 and the rooftop flooring material 16 by the folded plate 10 so as to be superior in heat insulation. In addition, since the C-shaped steel is used as the support 14 for the rooftop material, the space between the ceiling material 3 and the rooftop material 16 is widened, and the structure is effective for heat insulation.
以上は一般的な日本家屋を屋上付き家屋に改築する工事の方法について説明し たが、 本発明は日本家屋以外にも適用可能である。 例えば、 第 1 1図に示すブレ ハブ家屋のように屋根部分が断面波形の折板 1 0で形成されている場合は、 既存 の折板 1 0をそのまま利用し、 屋根撤去工程、 枠組工程及び折板取付工程を省く ことができる。 産業上の利用可能性 The above is an explanation of how to convert a general Japanese house into a rooftop house. However, the present invention is applicable to other than Japanese houses. For example, when the roof part is formed by folded plates 10 with a corrugated cross section as in the Blehab house shown in Fig. 11, the existing folded plate 10 is used as it is, and the roof removal process, frame process and The folding plate mounting process can be omitted. Industrial applicability
以上に説明したように、 本発明にかかる屋上付き家屋に改築する工事の方法に よれば、 天井部を解体することなく屋上を構築するので、 ェ期が短く工事費用も 安くあがり、 しかも工事中も居住することができる。 特に、 プレハブ家屋のよう に屋根部分が断面波形の折板で形成されている場合は、 既存の折板をそのまま利 用することができ、 工事が簡略である。 また、 本発明による工事の方法で改築さ れたり屋上付き家屋は、 天井部と屋上床材との間に空間を広くとることができる ので、 通風性や断熱性に優れた良好な居住環境が得られる。  As described above, according to the construction method for renovating a house with a roof according to the present invention, since the roof is constructed without dismantling the ceiling, the construction period is short, the construction cost is low, and the construction is underway. Can also live. In particular, when the roof is made of folded plates with a corrugated cross section, as in a prefabricated house, the existing folded plates can be used as they are and the construction is simplified. Also, in a house renovated or fitted with a rooftop by the method of construction according to the present invention, the space between the ceiling and the rooftop flooring can be widened, so that a good living environment with excellent ventilation and heat insulation can be provided. can get.

Claims

請 求 の 範 囲 The scope of the claims
1 . 家屋の上面に隙間なく並べられた断面波形の折板の上に屋上床材の支持台を 取り付ける支持台取付工程と、 前記支持台の上に屋上床材を敷設する屋上床材敷 設工程とを包含することを特徴とする屋上付き家屋に改築する工事の方法。1. A support base mounting process of mounting a support base for rooftop flooring on a folded board having a corrugated cross section that is lined up without gaps on the top of the house, and laying a rooftop flooring to lay rooftop flooring on the support base And a method for renovating a house with a rooftop.
2 . 前記支持台として C型鋼を用い、 該 C型鋼を開口部を下側にして前記折板の 溝方向と交差させて配置する請求の範囲第 1項に記載の屋上付き家屋に改築する 工事の方法。 2. Construction work for renovating a house with a roof according to claim 1, wherein a C-shaped steel is used as the support, and the C-shaped steel is arranged so that an opening is on a lower side and crosses a groove direction of the folded plate. the method of.
3 . 内周部に雌ねじが形成された筒体を前記折板から上向きに突設するとともに 、 この筒体の位置に対応させて前記 C型鋼に通孔を形成し、 該通孔に揷通した雄 ねじ体を前記筒体の雌ねじに螺合させて折板に C型鋼を取り付ける請求の範囲第 2項に記載の屋上付き家屋に改築する工事の方法。  3. A cylindrical body having an internal thread formed therein with an internal thread is projected upward from the folded plate, and a through-hole is formed in the C-shaped steel corresponding to the position of the cylindrical body. 3. The construction method for remodeling a house with a roof according to claim 2, wherein the male screw body thus formed is screwed into the female screw of the cylindrical body, and a C-shaped steel is attached to the folded plate.
PCT/JP2001/005531 2001-06-27 2001-06-27 Method for reconstructing a roofed house WO2003002832A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PCT/JP2001/005531 WO2003002832A1 (en) 2001-06-27 2001-06-27 Method for reconstructing a roofed house
JP2002522484A JP3668893B2 (en) 2001-06-27 2001-06-27 How to renovate a house with a rooftop

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/JP2001/005531 WO2003002832A1 (en) 2001-06-27 2001-06-27 Method for reconstructing a roofed house

Publications (1)

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WO2003002832A1 true WO2003002832A1 (en) 2003-01-09

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PCT/JP2001/005531 WO2003002832A1 (en) 2001-06-27 2001-06-27 Method for reconstructing a roofed house

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JP (1) JP3668893B2 (en)
WO (1) WO2003002832A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016008476A (en) * 2014-06-26 2016-01-18 寿照 河内 Metal fixture for existing folded-plate roof

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH031942Y2 (en) * 1984-07-31 1991-01-21
JP3032827U (en) * 1996-06-25 1997-01-17 株式会社サカタ製作所 C type steel material fixing bracket for roofing replacement

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH031942Y2 (en) * 1984-07-31 1991-01-21
JP3032827U (en) * 1996-06-25 1997-01-17 株式会社サカタ製作所 C type steel material fixing bracket for roofing replacement

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016008476A (en) * 2014-06-26 2016-01-18 寿照 河内 Metal fixture for existing folded-plate roof

Also Published As

Publication number Publication date
JPWO2003002832A1 (en) 2004-10-21
JP3668893B2 (en) 2005-07-06

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