JP4956558B2 - Building extension method with framed wall structure - Google Patents

Building extension method with framed wall structure Download PDF

Info

Publication number
JP4956558B2
JP4956558B2 JP2009003493A JP2009003493A JP4956558B2 JP 4956558 B2 JP4956558 B2 JP 4956558B2 JP 2009003493 A JP2009003493 A JP 2009003493A JP 2009003493 A JP2009003493 A JP 2009003493A JP 4956558 B2 JP4956558 B2 JP 4956558B2
Authority
JP
Japan
Prior art keywords
building
panel frame
frame member
wall structure
extension
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.)
Active
Application number
JP2009003493A
Other languages
Japanese (ja)
Other versions
JP2010159598A (en
Inventor
伸基 辻元
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical 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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP2009003493A priority Critical patent/JP4956558B2/en
Publication of JP2010159598A publication Critical patent/JP2010159598A/en
Application granted granted Critical
Publication of JP4956558B2 publication Critical patent/JP4956558B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Residential Or Office Buildings (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Description

本発明は、枠組壁構造による建物の増築方法(以下、「枠組壁構造による建物の増築工法」という。)に関するものである。 The present invention relates to a building extension method using a framework wall structure (hereinafter referred to as “ building extension method using a framework wall structure ”) .

近年、建物の耐久性が向上し、建物を世代間にわたって共有できるなどの理由により、建物を増築することが多くなされている。   In recent years, the number of buildings has been increased for the reasons that the durability of the buildings has improved and the buildings can be shared between generations.

こうしたことから、様々な建物の増築工法が提案されている(例えば特許文献1等を参照)。   For these reasons, various methods for extension of buildings have been proposed (see, for example, Patent Document 1).

特開平06−57966号公報Japanese Patent Laid-Open No. 06-57966

しかしながら、こうした従来の建物の増築工法は、対象となる建物が、主に柱梁で建物本体の荷重を支える軸組構造による建物であった。   However, in such a conventional building extension method, the target building is a building having a frame structure that mainly supports the load of the building body with column beams.

一方で、主に壁で建物本体の荷重を支える枠組壁構造による建物(所謂ツーバイフォー建物)が、軸組構造による建物に比べて、耐震性能に優れるなどの利点から多く実施されている。   On the other hand, buildings with a framed wall structure (so-called two-by-four buildings) that mainly support the load of the building body with walls are often implemented due to advantages such as superior seismic performance compared to buildings with a frame structure.

それにもかかわらず、この枠組壁構造による建物に対応できる増築工法は見聞しない。   Nonetheless, I have not heard of an extension method that can accommodate buildings with this framework wall structure.

そこで、本発明は、枠組壁構造による建物に対応できる増築工法を提供することを目的としている。   Accordingly, an object of the present invention is to provide an extension method that can be applied to a building having a framed wall structure.

前記目的を達成するために、本発明の枠組壁構造による建物の増築工法は、枠組壁構造による建物の増築工法であって、前記建物の既存の壁面に増築部と連通する開口部を設けるに際して、前記建物の増築部の地盤に追加の基礎を既存の基礎と連続させて打設し、前記追加の基礎上に少なくとも2つの鉛直部材を立設し、これらの鉛直部材間に水平部材を架設して支持させるとともに、該水平部材を前記建物の前記開口部となる部分の上部に固定してから、前記開口部を設けることを特徴とする。   In order to achieve the above object, the method for extending a building with a frame wall structure according to the present invention is a method for extending a building with a frame wall structure, in which an existing wall surface of the building is provided with an opening communicating with the extended portion. An additional foundation is continuously placed on the ground of the extension part of the building, and at least two vertical members are erected on the additional foundation, and a horizontal member is installed between the vertical members. And the horizontal member is fixed to an upper portion of the portion that becomes the opening of the building, and then the opening is provided.

ここで、前記追加の基礎の打設後に、該追加の基礎の上面に床パネル枠材を設置し、該床パネル枠材の上面に前記鉛直部材を立設するとよい。   Here, after placing the additional foundation, a floor panel frame member may be installed on the upper surface of the additional foundation, and the vertical member may be erected on the upper surface of the floor panel frame member.

また、前記鉛直部材は、袖壁パネル枠材であるとよい。   The vertical member may be a sleeve wall panel frame member.

さらに、前記水平部材は、構造梁であるとよい。   Furthermore, the horizontal member may be a structural beam.

このような本発明の枠組壁構造による建物の増築工法は、建物の既存の壁面に増築部と連通する開口部を設けるに際して、建物の増築部の地盤に追加の基礎を既存の基礎と連続させて打設し、追加の基礎上に少なくとも2つの鉛直部材を立設し、これらの鉛直部材間に水平部材を架設して支持させるとともに、水平部材を建物の開口部となる部分の上部に固定してから、前記開口部を設ける構成とされている。   In such an extension method of a building using the frame wall structure of the present invention, when an opening communicating with the extension part is provided on the existing wall surface of the building, an additional foundation is made continuous with the existing foundation on the ground of the extension part of the building. At least two vertical members are erected on an additional foundation, a horizontal member is installed and supported between these vertical members, and the horizontal member is fixed to the upper part of the building opening. Then, the opening is provided.

こうした構成なので、鉛直部材で支持した水平部材により、建物の増築部の開口部となる部分の上部の荷重を支えることができるため、従来の建物の増築工法では対応できなかった枠組壁構造による建物の増築に対応することができる。   Because of this structure, the horizontal member supported by the vertical member can support the load on the upper part of the opening of the extension of the building, so a building with a framed wall structure that could not be handled by the conventional method of building extension It can correspond to the extension of the.

ここで、追加の基礎の打設後に、追加の基礎の上面に床パネル枠材を設置し、床パネル枠材の上面に鉛直部材を立設する場合は、増築部の床を簡易に施工できるうえに、水平部材が建物の増築部の上部の荷重を支えられるように、この水平部材を支持する鉛直部材をしっかりと容易に立設することができる。   Here, after placing the additional foundation, when the floor panel frame material is installed on the upper surface of the additional foundation and the vertical member is erected on the upper surface of the floor panel frame material, the floor of the extension part can be easily constructed. In addition, the vertical member that supports the horizontal member can be erected firmly and easily so that the horizontal member can support the load on the upper part of the extension part of the building.

また、鉛直部材が、袖壁パネル枠材である場合は、特に浴室を広げたり、収納スペースを設けるなどの比較的小さな空間の増築の際に、袖壁パネル枠材を後付けしなくてすみ、施工性がよい。   In addition, when the vertical member is a sleeve wall panel frame material, it is not necessary to retrofit the sleeve wall panel frame material particularly when expanding a relatively small space such as expanding the bathroom or providing a storage space. Workability is good.

さらに、水平部材が、構造梁である場合は、この構造梁に接続して増築部の天井部分を耐久性や防水性を確保するように容易に設けることができ、施工性がよい。   Further, when the horizontal member is a structural beam, the ceiling portion of the extension part can be easily provided so as to ensure durability and waterproofness by connecting to the structural beam, and the workability is good.

実施例の枠組壁構造による建物の増築工法で増築した建物の概略構成を示す説明図である。It is explanatory drawing which shows schematic structure of the building expanded by the building extension construction method by the frame wall structure of an Example. 実施例の枠組壁構造による建物の増築工法の工程を示す説明図である。It is explanatory drawing which shows the process of the extension construction method of the building by the frame wall structure of an Example. 実施例の枠組壁構造による建物の増築工法の工程を示す説明図である。It is explanatory drawing which shows the process of the extension construction method of the building by the frame wall structure of an Example. 実施例の枠組壁構造による建物の増築工法の工程を示す説明図である。It is explanatory drawing which shows the process of the extension construction method of the building by the frame wall structure of an Example. 実施例の枠組壁構造による建物の増築工法の工程を示す説明図である。It is explanatory drawing which shows the process of the extension construction method of the building by the frame wall structure of an Example. 実施例の枠組壁構造による建物の増築工法の工程を示す説明図である。It is explanatory drawing which shows the process of the extension construction method of the building by the frame wall structure of an Example. 実施例の枠組壁構造による建物の増築工法の工程を示す説明図である。It is explanatory drawing which shows the process of the extension construction method of the building by the frame wall structure of an Example. 実施例の枠組壁構造による建物の増築工法の工程を示す説明図である。It is explanatory drawing which shows the process of the extension construction method of the building by the frame wall structure of an Example.

以下、本発明を実施するための形態を、図面に示す実施例に基づいて説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, modes for carrying out the present invention will be described based on examples shown in the drawings.

図1は、本実施例の枠組壁構造による建物の増築工法により増築を行った建物1の増築部2の周辺の概略構成を示している。   FIG. 1 shows a schematic configuration around the extension part 2 of a building 1 that has been extended by a building extension method using the frame wall structure of the present embodiment.

この建物1は、既存の基礎3の上に建てられた枠組壁構造による2階建ての建物本体1Aと、建物本体1Aの出隅部に突出した追加の基礎4上に建てられた1階建ての増築部本体2Aとから主に構成されている。   This building 1 has a two-story building body 1A with a framed wall structure built on an existing foundation 3, and a one-story building built on an additional foundation 4 protruding from the corner of the building body 1A. The extension part main body 2A is mainly comprised.

ここで、増築部本体2Aは、その正面に、窓サッシ5と換気扇6が設けられており、その上部には、建物本体1Aの2階部分と連通するバルコニー7が設けられている。   Here, the extension part main body 2A is provided with a window sash 5 and a ventilation fan 6 on the front thereof, and on the upper part thereof is provided a balcony 7 communicating with the second floor portion of the building main body 1A.

次に、本実施例の枠組壁構造による建物の増築工法について説明する。   Next, the extension method of the building by the frame wall structure of the present embodiment will be described.

まず、建物1の増築部2の地盤に、図2に示したように、追加の基礎4を打設する。   First, as shown in FIG. 2, an additional foundation 4 is placed on the ground of the extension part 2 of the building 1.

ここで、この追加の基礎4の上面には、複数本のアンカーボルトを立設しておく。   Here, a plurality of anchor bolts are erected on the upper surface of the additional foundation 4.

続いて、建物本体1Aと増築部本体2Aとが連通する部分において、図3に示したように、窓サッシ50と換気扇60を取り払うとともに、1階の壁パネル11の外装材11aを増築部本体2Aが接続される部分だけ剥し、2階の壁パネル12の外装材12aについても、増築部本体2Aが接続される部分だけ、その下端部を剥す。   Subsequently, in the portion where the building main body 1A and the extension portion main body 2A communicate with each other, as shown in FIG. 3, the window sash 50 and the ventilation fan 60 are removed, and the exterior material 11a of the wall panel 11 on the first floor is attached to the extension portion main body. Only the portion to which 2A is connected is peeled off, and the lower end portion of the exterior material 12a of the wall panel 12 on the second floor is also peeled only at the portion to which the extension portion main body 2A is connected.

そして、追加の基礎4の上面に、複数のアンカーボルトへ固定して、床パネル枠材8を設置する。   Then, the floor panel frame member 8 is installed on the upper surface of the additional foundation 4 while being fixed to a plurality of anchor bolts.

続いて、2階の壁パネル12の下端部に剥き出しになった2階の床枠材12bに、図4に示したように、水平部材としての構造梁9を複数のボルト及びナットにより締結するとともに、この構造梁9を支持するように、鉛直部材としての袖壁パネル枠材10,10を、床パネル枠材8の両端部にそれぞれ立設する。   Next, as shown in FIG. 4, the structural beam 9 as a horizontal member is fastened with a plurality of bolts and nuts to the floor frame material 12b on the second floor exposed at the lower end of the wall panel 12 on the second floor. At the same time, sleeve wall panel frame members 10 and 10 as vertical members are erected on both ends of the floor panel frame member 8 so as to support the structural beam 9.

続いて、増築部本体2Aが接続される部分の1階の壁パネル11を、図5に示したように取り払い、開口部13を形成する。   Subsequently, the wall panel 11 on the first floor of the portion to which the extension main body 2A is connected is removed as shown in FIG.

これにより、増築部2が接続される部分の建物1の2階以上の荷重は、構造梁9を介して、袖壁パネル枠材10,10によって支持される。   As a result, loads on the second floor or higher of the building 1 to which the extension part 2 is connected are supported by the sleeve wall panel frame members 10 and 10 via the structural beam 9.

続いて、床パネル枠材8の正面側の端部に、図6に示したように、壁パネル枠材14を立設する。   Subsequently, as shown in FIG. 6, the wall panel frame member 14 is erected at the end portion on the front side of the floor panel frame member 8.

そして、袖壁パネル枠材10,10及び壁パネル枠材14の上端部に複数のアンカーボルトを立設する。   A plurality of anchor bolts are erected on the upper end portions of the sleeve wall panel frame members 10 and 10 and the wall panel frame member 14.

続いて、床パネル枠材8及び袖壁パネル枠材10,10並びに壁パネル枠材14の外側面に、図7に示したように、外面材10a,10a,14a,・・・を、それぞれ釘を打ち付けるなどして取り付け固定する。   Subsequently, as shown in FIG. 7, outer surface materials 10a, 10a, 14a,... On the outer surface of the floor panel frame material 8, the sleeve wall panel frame materials 10, 10, and the wall panel frame material 14, respectively. Fix by attaching nails.

そして、屋根パネル枠材15を、袖壁パネル枠材10,10及び壁パネル枠材14の上端部に複数のアンカーボルトにより設置するとともに、構造梁9にも、複数のボルト及びナットにより固定する。   The roof panel frame member 15 is installed on the upper ends of the sleeve wall panel frame members 10 and 10 and the wall panel frame member 14 with a plurality of anchor bolts, and is also fixed to the structural beam 9 with a plurality of bolts and nuts. .

続いて、屋根パネル枠材15の表面に、図8に示したように、屋根カバー部材15aを被せて取り付ける。   Subsequently, as shown in FIG. 8, the roof panel frame member 15 is attached with the roof cover member 15 a covered.

そして、外面材10a,10a,14a,・・・及び屋根カバー部材15aのそれぞれの隙間を防水材16,・・・で塞ぎ、防水処理を行う。   Then, the gaps between the outer surface materials 10a, 10a, 14a,... And the roof cover member 15a are closed with waterproof materials 16,.

最後に、外面材10a,10a,14a,・・・の表面に、外装材2aを貼設し、窓サッシ5と換気扇6とを取り付け、屋根カバー部材15aの側面に手摺り部材7aを取り付けてバルコニー7を形成し、増築部2の内装の施工を行うと、図1に示した増築部2を有する枠組壁構造による建物1の増築が完了する。   Finally, the exterior material 2a is attached to the surface of the outer surface materials 10a, 10a, 14a,..., The window sash 5 and the ventilation fan 6 are attached, and the handrail member 7a is attached to the side surface of the roof cover member 15a. When the balcony 7 is formed and the interior of the extension part 2 is constructed, the extension of the building 1 with the frame wall structure having the extension part 2 shown in FIG. 1 is completed.

次に、本実施例の作用効果について説明する。   Next, the function and effect of this embodiment will be described.

このような本実施例の枠組壁構造による建物の増築工法は、枠組壁構造による建物1の既存の壁面としての1階の壁パネル11に増築部2と連通する開口部13を設けるに際して、建物1の増築部2の地盤に追加の基礎4を既存の基礎3と連続させて打設し、追加の基礎4上に2つの鉛直部材としての袖壁パネル枠材10,10を立設し、これらの袖壁パネル枠材10,10間に水平部材としての構造梁9を架設して支持させるとともに、構造梁9を建物1の開口部13となる部分の上部としての2階の床枠材12bに固定してから、開口部13を設け、建物1の増築を進める構成とされている。   The building extension method using the frame wall structure according to the present embodiment is such that when the opening 13 communicating with the extension part 2 is provided on the first-floor wall panel 11 as the existing wall surface of the building 1 using the frame wall structure, An additional foundation 4 is continuously placed on the ground of the extension part 1 of 1 and the existing foundation 3 is continuously placed, and sleeve wall panel frame members 10 and 10 as two vertical members are erected on the additional foundation 4, A structural beam 9 as a horizontal member is installed and supported between the sleeve wall panel frame members 10 and 10, and the floor beam material on the second floor as the upper part of the portion that becomes the opening 13 of the building 1. It is set as the structure which provides the opening part 13 and advances the extension of the building 1 after fixing to 12b.

こうした構成なので、鉛直部材としての袖壁パネル枠材10,10で支持した水平部材としての構造梁9により、建物1の増築部2の上部の荷重を支えることができるため、従来の建物の増築工法では対応できなかった枠組壁構造による建物1の増築に対応することができる。   Because of this structure, the structural beam 9 as the horizontal member supported by the sleeve wall panel frames 10 and 10 as the vertical member can support the load on the upper part of the extension part 2 of the building 1, so that the extension of the conventional building It can cope with the extension of the building 1 by the frame wall structure that could not be handled by the construction method.

ここで、追加の基礎4の打設後に、追加の基礎4の上面に床パネル枠材8を設置し、床パネル枠材8の上面に鉛直部材としての袖壁パネル枠材10,10を立設するので、増築部2の床を簡易に施工できるうえに、水平部材としての構造梁9が建物1の増築部2の上部の荷重を支えられるように、この構造梁9を支持する袖壁パネル枠材10,10をしっかりと容易に立設することができる。   Here, after placing the additional foundation 4, the floor panel frame member 8 is installed on the upper surface of the additional foundation 4, and the sleeve wall panel frame members 10, 10 as vertical members are erected on the upper surface of the floor panel frame member 8. Therefore, the floor of the extension part 2 can be easily constructed, and the structural wall 9 as a horizontal member supports the structural beam 9 so that the load on the extension part 2 of the building 1 can be supported. The panel frame members 10, 10 can be erected firmly and easily.

また、鉛直部材が、袖壁パネル枠材10,10であるので、特に浴室を広げたり、収納スペースを設けるなどの比較的小さな空間の増築の際に、袖壁パネル枠材10,10を後付けしなくてすみ、施工性がよい。   Further, since the vertical members are the sleeve wall panel frame members 10 and 10, the sleeve wall panel frame members 10 and 10 are retrofitted especially when expanding a relatively small space such as expanding a bathroom or providing a storage space. It does not need to be done and has good workability.

さらに、水平部材が、構造梁9であるので、この構造梁9に接続して増築部2の天井部分を耐久性や防水性を確保するように容易に設けることができ、施工性がよい。   Furthermore, since the horizontal member is the structural beam 9, the ceiling portion of the extension portion 2 can be easily provided by connecting to the structural beam 9 so as to ensure durability and waterproofness, and the workability is good.

以上、図面を参照して、本発明を実施するための形態を実施例に基づいて詳述してきたが、具体的な構成は、上記した実施例に限らず、本発明の要旨を逸脱しない程度の設計的変更は、本発明に含まれる。   As mentioned above, although the form for implementing this invention was explained in full detail based on the Example with reference to drawings, the concrete structure is not restricted to the above-mentioned Example, and the grade which does not deviate from the summary of this invention These design changes are included in the present invention.

例えば、上記した実施例では、建物1の出隅部での増築を行ったが、これに限定されず、建物1の側面のいずれの箇所に実施してもよい。   For example, in the above-described embodiment, the extension is performed at the corner of the building 1, but the present invention is not limited to this and may be performed at any location on the side surface of the building 1.

また、上記した実施例では、小規模な空間を設ける増築を行ったが、これに限定されず、より規模の大きい増設を行うことに適用することもできる。   Further, in the above-described embodiment, the extension for providing a small space is performed, but the present invention is not limited to this, and can be applied to an expansion of a larger scale.

さらに、上記した実施例では、増築部2の上部にバルコニー7を設けて実施したが、これに限定されず、通常の屋根を設けて実施してもよい。   Furthermore, in the above-described embodiment, the balcony 7 is provided at the upper part of the extension part 2, but the present invention is not limited to this, and a normal roof may be provided.

1 建物
2 増築部
3 既存の基礎
4 追加の基礎
8 床パネル枠材
9 構造梁(水平部材)
10 袖壁パネル枠材(鉛直部材)
12b 2階の床枠材(開口部となる部分の上部)
13 開口部
1 Building 2 Extension 3 Existing foundation 4 Additional foundation 8 Floor panel frame 9 Structural beam (horizontal member)
10 Sleeve wall panel frame material (vertical member)
12b Floor frame material on the second floor (upper part of the opening)
13 opening

Claims (10)

枠組壁構造による建物の増築方法であって、
前記建物の既存の壁面に増築部と連通する開口部を設けるに際して、前記建物の増築部の地盤に追加の基礎を既存の基礎と連続させて打設し、前記追加の基礎の打設後に、該追加の基礎の上面に床パネル枠材を設置し、前記床パネル枠材の上に少なくとも2つの鉛直部材としての袖壁パネル枠材を立設するとともに、これらの袖壁パネル枠材間に梁勝ちに水平部材としての構造梁を架設して支持させ、該構造梁を前記建物の前記開口部となる部分の上部の外装材を剥がした部分に固定してから、前記既存の壁面を形成する壁パネル枠材のうち、不要な部分を取り払い、前記開口部を設けることを特徴とする枠組壁構造による建物の増築方法
A method of extending a building with a framed wall structure,
When providing an opening that communicates with the extension on the existing wall surface of the building, an additional foundation is placed in succession with the existing foundation on the ground of the extension of the building, and after the addition of the additional foundation, A floor panel frame member is installed on the upper surface of the additional foundation, and at least two sleeve wall panel frame members as vertical members are erected on the floor panel frame member, and between the sleeve wall panel frame members. The structural beam as a horizontal member is erected and supported to win the beam, and the structural beam is fixed to a portion where the exterior material of the upper part of the opening portion of the building is peeled off, and then the existing wall surface is formed. of wall panel frame member for, rid of unnecessary parts, build-method for the building by framework wall structure, characterized in that providing the opening.
前記開口部を設けた後に、前記床パネル枠材の正面側の端部に前記袖壁パネル枠材の外側端部間を塞ぐように壁パネル枠材を立設することを特徴とする請求項1に記載の枠組壁構造による建物の増築方法。The wall panel frame member is erected so as to block between the outer end portions of the sleeve wall panel frame member at the front side end portion of the floor panel frame member after providing the opening. A method for extending a building with the frame wall structure according to 1. 前記床パネル枠材は、前記追加の基礎の上面に立設したアンカーボルトに固定して設置することを特徴とする請求項1又は2に記載の枠組壁構造による建物の増築方法The floor panel frame material, build-method for the building by framed wall structure according to claim 1 or 2, characterized in that the installation is fixed to an anchor bolt which is erected on the upper surface of the additional basis. 前記床パネル枠材及び前記袖壁パネル枠材の外側面に、外面材を取り付け固定することを特徴とする請求項1乃至3のいずれか1項に記載の枠組壁構造による建物の増築方法Wherein the outer surface of the floor panel frame member and the sleeve wall panel frame member, build-building process according to framed wall structure according to any one of claims 1 to 3, characterized in that for fixing mounting the outer members. 前記袖壁パネル枠材及び前記壁パネル枠材の上端部にアンカーボルトを立設することを特徴とする請求項に記載の枠組壁構造による建物の増築方法 3. The building extension method according to claim 2 , wherein an anchor bolt is erected on an upper end portion of the sleeve wall panel frame material and the wall panel frame material. 屋根パネル枠材を、前記袖壁パネル枠材及び前記壁パネル枠材の上端部に前記アンカーボルトにより設置することを特徴とする請求項に記載の枠組壁構造による建物の増築方法Roof panel frame member, build-method for the building by framed wall structure according to claim 5, characterized in that are established by the anchor bolts to the upper end portion of the sleeve wall panel frame member and the wall panel frame member. 屋根パネル枠材の表面に、屋根カバー部材を被せて取り付けることを特徴とする請求項に記載の枠組壁構造による建物の増築方法The method for extending a building with a framed wall structure according to claim 6 , wherein a roof cover member is placed on the surface of the roof panel frame member. 前記床パネル枠材及び前記袖壁パネル枠材の外側面に取り付け固定した外面材及び前記屋根カバー部材のそれぞれの隙間を防水材で塞ぐ防水処理を行うことを特徴とする請求項に記載の枠組壁構造による建物の増築方法According to claim 7, characterized in that the waterproof blocking the respective gaps of the floor panel frame member and a fixed outer members and the roof cover member attached to the outer surface of the sleeve wall panel frame member with waterproof material How to extend a building with a framed wall structure. 前記屋根カバー部材の側面に手摺り部材を取り付け、バルコニーを形成することを特徴とする請求項又はに記載の枠組壁構造による建物の増築方法The building extension method according to claim 7 or 8 , wherein a handrail member is attached to a side surface of the roof cover member to form a balcony. 前記外面材の表面に、外装材を貼設することを特徴とする請求項又はに記載の枠組壁構造による建物の増築方法The building extension method according to claim 4 or 8 , wherein an exterior material is attached to a surface of the outer surface material.
JP2009003493A 2009-01-09 2009-01-09 Building extension method with framed wall structure Active JP4956558B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2009003493A JP4956558B2 (en) 2009-01-09 2009-01-09 Building extension method with framed wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2009003493A JP4956558B2 (en) 2009-01-09 2009-01-09 Building extension method with framed wall structure

Publications (2)

Publication Number Publication Date
JP2010159598A JP2010159598A (en) 2010-07-22
JP4956558B2 true JP4956558B2 (en) 2012-06-20

Family

ID=42576957

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2009003493A Active JP4956558B2 (en) 2009-01-09 2009-01-09 Building extension method with framed wall structure

Country Status (1)

Country Link
JP (1) JP4956558B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5581864B2 (en) 2010-07-14 2014-09-03 ソニー株式会社 Information processing apparatus, information processing method, and program
NL1042743B1 (en) * 2018-02-06 2019-08-14 Aanbouwmodule Bv Method for making a hull extension with stability guarantee for existing building.

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5831924Y2 (en) * 1978-12-30 1983-07-15 ナショナル住宅産業株式会社 Attached building mounting device
JPS59168404A (en) * 1983-03-16 1984-09-22 Matsushita Electric Ind Co Ltd Lens movement operating device
JPS6098087A (en) * 1983-11-01 1985-06-01 積水化学工業株式会社 Reinforcement structure of building opening part
JPS61221433A (en) * 1985-03-25 1986-10-01 松下電工株式会社 Accessary structure of pillar
JPH029148A (en) * 1988-06-28 1990-01-12 Shin Etsu Handotai Co Ltd Manufacture of substrates for integrated circuits
JPH0810844Y2 (en) * 1990-04-04 1996-03-29 株式会社日立製作所 Head chip repair device
JP2638716B2 (en) * 1992-08-11 1997-08-06 積水化学工業株式会社 Enclosure of bathroom extension and renovation section and bathroom extension method
JP4928091B2 (en) * 2004-07-09 2012-05-09 ジェイ建築システム株式会社 Seismic frame at the opening of a wooden building

Also Published As

Publication number Publication date
JP2010159598A (en) 2010-07-22

Similar Documents

Publication Publication Date Title
JP4956558B2 (en) Building extension method with framed wall structure
JP2000154597A (en) Building construction method of building and room unit used therefor
JP3952397B2 (en) Seismic reinforcement extension method of house and building extended by this method
JP2007315166A (en) Wall side structure of building
JP7286375B2 (en) building
JP7286374B2 (en) building
JP4783703B2 (en) Unit building
JP2005163452A (en) Antiseismic reinforcing extension method for existing building, and antiseismic reinforced extension building
JP2008196264A (en) Structure of balcony
JP3112921U (en) Steel frame
JP2009215750A (en) Chamber unit reinforcing structure of wooden house
JP4037644B2 (en) Construction method and building
KR101209408B1 (en) A prefabricated house construction device
KR20230150535A (en) Seismic structure of curtain wall system
JP2020186520A (en) Construction method, building, construction method of main structure of skeleton of building, main structure of skeleton of building, and method of building extension to upward floor
JPH0813612A (en) Unit building
JP2003166291A (en) Unit building
JPH09310508A (en) Earthquake resistant reinforcing construction of existing building
JP4037678B2 (en) Construction method and building
JP2022070809A (en) Residential building
JP2022184441A (en) Decorative column structure and construction method of decorative column structure
JP2021050549A (en) building
JP2008075313A (en) Building unit and prefabricated building
JP2004270361A (en) Structure of outdoor floor slab
JPH07102641A (en) Attached unit mounting structure for unit type building

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20110905

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20110906

A975 Report on accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A971005

Effective date: 20110928

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20111004

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20111027

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20111122

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20111202

AA91 Notification that invitation to amend document was cancelled

Free format text: JAPANESE INTERMEDIATE CODE: A971091

Effective date: 20111213

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20120221

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120316

R151 Written notification of patent or utility model registration

Ref document number: 4956558

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R151

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150323

Year of fee payment: 3

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250