JP2002201800A - Method for rebuilding existing house into house with roof floor, and roof floor material - Google Patents

Method for rebuilding existing house into house with roof floor, and roof floor material

Info

Publication number
JP2002201800A
JP2002201800A JP2000399284A JP2000399284A JP2002201800A JP 2002201800 A JP2002201800 A JP 2002201800A JP 2000399284 A JP2000399284 A JP 2000399284A JP 2000399284 A JP2000399284 A JP 2000399284A JP 2002201800 A JP2002201800 A JP 2002201800A
Authority
JP
Japan
Prior art keywords
roof
house
floor material
roof floor
rooftop
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.)
Pending
Application number
JP2000399284A
Other languages
Japanese (ja)
Inventor
Kenichi Miyamoto
賢一 宮本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
MIYAMOTO HOUSE KOGYO KK
Original Assignee
MIYAMOTO HOUSE KOGYO KK
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 KOGYO KK filed Critical MIYAMOTO HOUSE KOGYO KK
Priority to JP2000399284A priority Critical patent/JP2002201800A/en
Publication of JP2002201800A publication Critical patent/JP2002201800A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a construction method which can easily rebuild an existing house into a house with a roof floor in a relatively short construction period, and improves the habitability of the house after rebuilding, and to provide a roof floor material which is suitable for use in the construction. SOLUTION: The construction method includes a roof removing step, a framing step, a folded plate mounting step, a bearing stand mounting step, and a roof floor material laying step. In the roof removing step, a roof of the existing house is removed and beams 2 are exposed. In the framing step, square timbers 4 are assembled into a frame. In the folded plate mounting step, folded plates 10 corrugated in cross section are arranged and mounted on the frame without clearances. In the bearing stand mounting step, a bearing stand 12 for the roof floor material is mounted on the folded plates 10. In the roof floor material laying step, the roof floor material 13 is laid on the bearing stand 12. The roof floor material 13 has a plate-like first hanging portion 13a which is formed at one edge thereof, and a second hanging portion 13b which is formed at the other edge thereof. The second hanging portion 13b has a groove whose bottom surface is almost the same in level as a lower edge of the first hanging portion 13a.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】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及びこの工事に使用する
のに好適な屋上床材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for renovating an existing house into a house with a roof, and a roofing material suitable for use in this work.

【0002】[0002]

【従来の技術】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っており、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
なっている。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。
2. Description of the Related Art In recent years, there has been an increasing interest in houses having a rooftop in accordance with changes in living environments and lifestyles, and renovations in which the rooftops of existing houses are removed to provide a rooftop are increasing. Conventionally, when performing this renovation, the entire area from the roof to the ceiling was completely removed, and the roof was constructed in the same way as for new construction.

【0003】[0003]

【発明が解決しようとする課題】このため、上記従来の
改築方法は、工期が長くなり、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 long construction period and a high construction cost. In addition, because they could not live during the construction period, they had to secure a separate place of living during that time, which placed a heavy burden on residents both mentally and financially.

【0004】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。
[0004] 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 a conventional rebuilding method could not overcome the above drawbacks. . Furthermore, if an appropriate rooftop material is not used, there is a risk that rain leaks may occur.

【0005】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。さらに、こ
の工事に使用するのに好適な屋上床材を提供することも
課題としている。
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and provides a construction method that can easily convert an existing house into a house with a roof in a relatively short period of time, and that has excellent livability after the remodeling. The task is to provide. It is another object to provide a rooftop material suitable for use in this construction.

【0006】[0006]

【課題を解決するための手段】本発明にかかる屋上付き
家屋に改築する工事の方法は、既存家屋の屋根を撤去し
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、前記折板
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。
According to the present invention, there is provided a method of reconstructing a house with a roof according to the present invention, comprising the steps of removing a roof of an existing house to expose a beam, and forming a frame with a square beam on the beam. A framing step of assembling, a fold plate attaching step of arranging folded sheets having a cross-sectional waveform on the framework without gaps, a supporting table attaching step of attaching a support of a rooftop floor material on the folded plate, And a roof floor material laying step of laying a roof floor material on top.

【0007】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 with the groove direction of the folded plate, a practically preferable result is obtained.

【0008】また、本発明にかかる屋上床材は、一方の
端縁には平板状の第一垂下部が形成され、他方の端縁に
は底面のレベルが前記第一垂下部の下端のレベルとほぼ
同じである溝を有する第二垂下部が形成されていること
を特徴としている。
In the roofing material according to the present invention, a flat first hanging portion is formed at one edge, and a bottom surface is formed at the other edge at a lower end level of the first hanging portion. A second hanging portion having a groove which is substantially the same as that of the first embodiment is formed.

【0009】[0009]

【発明の実施の形態】以下、図1に示す既存家屋Aを図
2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。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, taking an example of a construction for renovating an existing house A shown in FIG. 1 to a house B with a roof shown in FIG. 2,
The present invention will be specifically described.

【0010】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)。図3
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, first, the roof 1 of the existing house A is removed to expose the beams (roof removal step). FIG.
Is a perspective view of a construction site showing a state in which the roof removal process has been completed, and beams 2 arranged vertically and horizontally are exposed. The ceiling material 3 is left under the beam 2 as it is.

【0011】次に、図4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、例えば図5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とナット7で固定する。
Next, as shown in FIG. 4, a frame is formed on the beam 2 with the square bar 4 (frame setting step). In the illustrated embodiment, a steel pipe 4 is used as a square member, which is assembled in a lattice shape. As a method for connecting steel pipes, 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 the horizontal steel pipe 4 (2) are connected. Fix with bolts 6 and nuts 7.

【0012】また、次の折板取付工程の前工程として、
図6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には、予め折板取付用の雄ね
じ棒9aと支持台取付用の雄ねじ棒9bとが頂部から上
向きに突出させて設けられている。
In addition, as a process prior to the next folded plate mounting process,
As shown in FIG. 6, a folded plate support 8 is attached to the upper surface of the steel pipe 4. The folded plate support 8 is provided with a male screw rod 9a for attaching a folded plate and a male screw rod 9b for attaching a support base, which are projected upward from the top in advance.

【0013】そして、図7に示すように、鋼管4の枠組
の上に断面波形の折板10を隙間なく並べ、該折板に形
成されている穴に前記雄ねじ棒9aを挿通し、その雄ね
じ棒9aにナット11を螺着して折板10を固定状態に
取り付ける(折板取付工程)。折板同士は固定しない。
折板10を溝方向に若干勾配をつけて並べると、排水が
良好である。
Then, as shown in FIG. 7, a folded plate 10 having a corrugated cross section is arranged on the framework of the steel pipe 4 without any gap, and the male screw rod 9a is inserted into a hole formed in the folded plate. The nut 11 is screwed onto the rod 9a to attach the folded plate 10 in a fixed state (folded plate attaching step). The folded plates are not fixed.
If the folded plates 10 are arranged with a slight gradient in the groove direction, drainage is good.

【0014】次いで、図8に示すように、前記雄ねじ棒
9bとナット11で折板10の上に屋上床材の支持台1
2を取り付ける(支持台取付工程)。支持台12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、折
板10の溝方向と交差させて配置してある。
Next, as shown in FIG. 8, the support 1 for the roof flooring material is placed on the folded plate 10 with the male screw rod 9b and the nut 11.
2 is mounted (support base mounting step). A C-shaped steel is used as the support 12, and the C-shaped steel is arranged so that the opening is on the lower side and crosses the groove direction of the folded plate 10.

【0015】最後に、図9に示すように、支持台12の
上に屋上床材13を敷設する(屋上床材敷設工程)。屋
上床材13は、図10に示すように、一方の端縁には平
板状の第一垂下部13a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13aの下端のレベルとほ
ぼ同じの溝を有する第二垂下部13bが形成された形状
をしている。第二垂下部13bの溝に隣りの屋上床材1
3の第一垂下部13aが嵌合する状態で各屋上床材13
を敷設し、ねじ式固着具14によって支持台12に固着
する。これにより、隣り合う屋上床材同士の間に水が入
っても、その水は第二垂下部13b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, a rooftop material 13 is laid on the support base 12 (rooftop material laying step). As shown in FIG. 10, the roof flooring 13 has a flat first lower portion 13 a formed at one edge and a bottom surface at the lower edge of the first lower portion 13 a at the other edge. It has a shape in which a second hanging portion 13b having the same groove as the level is formed. Roof flooring 1 next to the groove of the second hanging part 13b
3 in a state where the first hanging portion 13a of the roof 3 is fitted.
Is laid, and is fixed to the support base 12 by the screw type fixing tool 14. As a result, even if water enters between adjacent roof floor materials, the water is received by the groove of the second hanging portion 13b and does not enter the interior.

【0016】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13との間に折板10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12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13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。
The house B with a roof thus constructed is
Since two spaces vertically separated by the folded plate 10 are formed between the ceiling material 3 and the roof floor material 13, heat insulation is good.
Further, since the C-type steel is used as the support 12 for the rooftop material, the space between the ceiling material 3 and the rooftop material 13 is widened, and the structure is effective for heat insulation.

【0017】[0017]

【発明の効果】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、既存の梁
を利用して屋上を構築するので、工期が短く工事費用も
安くあがり、しかも天井部を解体しないので工事中も居
住することができるようになる。また、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、改築後の
居住性に優れたものとなる。さらに、本発明にかかる屋
上床材を使用すると、雨水等の侵入を完全に防ぎ、雨漏
りのしない屋上付き家屋とすることができる。
As described above, according to the construction method for remodeling a house with a roof according to the present invention, since the roof is constructed using the existing beams, the construction period is short and the construction cost is low. In addition, since the ceiling is not dismantled, it becomes possible to live during construction. In addition, a large space can be provided between the ceiling portion and the rooftop floor material, so that the comfort after the renovation is excellent. Furthermore, when the roof floor material according to the present invention is used, it is possible to completely prevent intrusion of rainwater or the like, and to provide a rooftop house that does not leak water.

【図面の簡単な説明】[Brief description of the drawings]

【図1】既存家屋の斜視図である。FIG. 1 is a perspective view of an existing house.

【図2】屋上付き家屋の斜視図である。FIG. 2 is a perspective view of a house with a rooftop.

【図3】屋根撤去工程を終えた状態を示す工事箇所の斜
視図である。
FIG. 3 is a perspective view of a construction site showing a state after a roof removing step.

【図4】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。
FIG. 4 (a) of a construction site showing a state where the framework process has been completed;
It is a front sectional view and (b) a side sectional view.

【図5】鋼管の連結部の斜視図である。FIG. 5 is a perspective view of a connecting portion of the steel pipe.

【図6】鋼管への折板支持体取付部の斜視図である。FIG. 6 is a perspective view of a folded plate support attaching portion to a steel pipe.

【図7】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)側面断面図である。
FIGS. 7A and 7B are a front cross-sectional view and a side cross-sectional view of a construction site showing a state where a folded plate attaching step is completed.

【図8】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)側面断面図である。
FIG. 8A is a front cross-sectional view and FIG. 8B is a side cross-sectional view of a construction site showing a state after the support base attaching step is completed.

【図9】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。
9A is a front cross-sectional view and FIG. 9B is a side cross-sectional view of a construction site showing a state where a rooftop floor material laying process has been completed.

【図10】屋上床材の斜視図である。FIG. 10 is a perspective view of a rooftop floor material.

【符号の説明】[Explanation of symbols]

A 工事前の既存家屋の斜視図である。 B 工事後の屋上付き家屋の斜視図である。 1 屋根 2 梁 3 天井材 4 鋼管(角材) 8 折板支持体 10 折板 12 屋上床材の支持台 13 屋上床材 13a 第一垂下部 13b 第二垂下部 A It is a perspective view of an existing house before construction. B It is a perspective view of the house with a roof after construction. DESCRIPTION OF SYMBOLS 1 Roof 2 Beam 3 Ceiling material 4 Steel pipe (square material) 8 Folded plate support 10 Folded plate 12 Support for rooftop flooring material 13 Rooftop flooring material 13a First hanging part 13b Second hanging part

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 既存家屋の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、前記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 roof removing step of removing a roof of an existing house to expose a beam, a frame step of assembling a frame with a timber on the beam, and arranging folded sheets having a corrugated cross section on the frame without gaps. Folding board mounting step of attaching, a support base mounting step of mounting a support of a rooftop floor material on the folded board, and a rooftop flooring laying step of laying a rooftop flooring on the support base. A method of construction work to renovate a house with a unique rooftop.
【請求項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
配置する請求項1に記載の屋上付き家屋に改築する工事
の方法。
2. The 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 the opening is on the lower side and intersects the groove direction of the folded plate. the method of.
【請求項3】 一方の端縁には平板状の第一垂下部が形
成され、他方の端縁には底面のレベルが前記第一垂下部
の下端のレベルとほぼ同じである溝を有する第二垂下部
が形成されていることを特徴とする屋上床材。
3. A flat plate-shaped first hanging part is formed at one end, and a groove having a bottom surface level substantially equal to the lower end level of the first hanging part is formed at the other end edge. Roof flooring characterized by having a double-hanging lower part.
JP2000399284A 2000-12-27 2000-12-27 Method for rebuilding existing house into house with roof floor, and roof floor material Pending JP2002201800A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000399284A JP2002201800A (en) 2000-12-27 2000-12-27 Method for rebuilding existing house into house with roof floor, and roof floor material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000399284A JP2002201800A (en) 2000-12-27 2000-12-27 Method for rebuilding existing house into house with roof floor, and roof floor material

Publications (1)

Publication Number Publication Date
JP2002201800A true JP2002201800A (en) 2002-07-19

Family

ID=18864082

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000399284A Pending JP2002201800A (en) 2000-12-27 2000-12-27 Method for rebuilding existing house into house with roof floor, and roof floor material

Country Status (1)

Country Link
JP (1) JP2002201800A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007100470A (en) * 2005-10-07 2007-04-19 Miyamoto House Kogyo:Kk Construction method of rebuilding into house with rooftop
CN105804317A (en) * 2016-04-14 2016-07-27 成都佳美嘉科技有限公司 Construction beam structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0640152U (en) * 1992-10-29 1994-05-27 忠夫 石田 Reform roof structure
JP2000291238A (en) * 1999-04-02 2000-10-17 Mitsubishi Plastics Ind Ltd Floor member

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0640152U (en) * 1992-10-29 1994-05-27 忠夫 石田 Reform roof structure
JP2000291238A (en) * 1999-04-02 2000-10-17 Mitsubishi Plastics Ind Ltd Floor member

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007100470A (en) * 2005-10-07 2007-04-19 Miyamoto House Kogyo:Kk Construction method of rebuilding into house with rooftop
CN105804317A (en) * 2016-04-14 2016-07-27 成都佳美嘉科技有限公司 Construction beam structure

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