JP2008231701A - Seismic and exterior thermal insulation structure and construction method for existing wooden houses - Google Patents
Seismic and exterior thermal insulation structure and construction method for existing wooden houses Download PDFInfo
- Publication number
- JP2008231701A JP2008231701A JP2007069671A JP2007069671A JP2008231701A JP 2008231701 A JP2008231701 A JP 2008231701A JP 2007069671 A JP2007069671 A JP 2007069671A JP 2007069671 A JP2007069671 A JP 2007069671A JP 2008231701 A JP2008231701 A JP 2008231701A
- Authority
- JP
- Japan
- Prior art keywords
- layer
- building
- mortar
- seismic
- net
- 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
Links
Images
Landscapes
- Building Environments (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
【課題】 既存の建物外壁8に耐震補強層11と断熱層12を一体化させて施工することによって耐震性と断熱性を同時に発揮させると共に改修工事を専ら建物外部から同時に行なって改修コストと工期を半減できる建物外壁補強構造と強化施工法を提供する。
【手段】建物の開口部の外周に補強保持枠を固定すると共に繊維ネット16を内装した接着モルタル層15、17の下縁11Bと上縁11Aを建物の土台3と桁4に夫々固定18して、建物外壁8の全面にネット内装モルタル耐震層11を構成させ、この耐震層の表面に断熱層12を密着させて防火モルタル20を塗工することにより、耐震・断熱強化壁9を構成する。
【選択図】 図2PROBLEM TO BE SOLVED: To simultaneously exhibit seismic resistance and heat insulation by constructing a seismic reinforcing layer 11 and a heat insulating layer 12 integrally on an existing building outer wall 8 and simultaneously performing renovation work from the outside of the building at the same time. Provide a building outer wall reinforcement structure and reinforced construction method that can halve.
[Means] A reinforcing holding frame is fixed to the outer periphery of the opening of the building, and the lower edge 11B and the upper edge 11A of the adhesive mortar layers 15 and 17 having the fiber net 16 are fixed to the base 3 and the girder 4 of the building, respectively. Then, the net interior mortar seismic layer 11 is formed on the entire surface of the building outer wall 8, and the heat insulating layer 12 is adhered to the surface of the seismic layer, and the fireproof mortar 20 is applied to form the seismic / heat insulating reinforcing wall 9. .
[Selection] Figure 2
Description
この発明は、既存木造家屋の外壁に耐震補強と外張り断熱構造を同時に付与する施工法及び構造体に関する。 The present invention relates to a construction method and a structure for simultaneously providing seismic reinforcement and an outer heat insulating structure to an outer wall of an existing wooden house.
従来の耐震補強工事は、軸組み内に不足量の筋交いや壁を増設する工法(非特許文献1)であって建物内部から行い、一方、外張り断熱(以下、単に外断熱という)工事は、建物外周面に対して建物外部から行われ(非特許文献2)ており、二つの改修工事が別個に行われるので後期も長くなり不経済であった。 Conventional seismic reinforcement work is a construction method (Non-Patent Document 1) that adds a short amount of braces and walls in the frame and is carried out from the inside of the building. It was carried out from the outside of the building (Non-Patent Document 2) on the outer peripheral surface of the building, and since the two repair works were carried out separately, the latter period was long and uneconomical.
本発明は、建物外壁に耐震補強層と断熱層を一体化させて施工することによって耐震性と断熱性を同時に発揮させると共に改修工事を専ら建物外部から一挙に行なって改修コストと工期を半減できる建物外壁補強構造と強化施工法とを提供するものである。 The present invention allows the seismic reinforcement layer and the heat insulating layer to be integrated on the outer wall of the building so that the earthquake resistance and the heat insulating property can be exhibited simultaneously and the repair work can be performed from the outside of the building all at once, and the repair cost and work period can be halved. It provides a building outer wall reinforcement structure and a reinforced construction method.
本発明耐震・断熱補強構造は、繊維製ネットを樹脂モルタル内に内装させたネット内装モルタルによる耐震層が、その上縁と下縁を建物の土台と桁に夫々固定されて建物の開口部を除く既存外壁面に設けられると共にネット内装モルタル耐震層表面に断熱ブロックによる断熱層を密着一体化させてこれらを防火モルタルによって被覆塗工してなるものである。
本発明において、既存外壁面とネット内装モルタル耐震層とは、接合させるよりも別体として分離させるのが好ましく、このため合成樹脂製シートなどを介装させてから耐震層形成用のモルタルを塗工するのがよい。
また、ネット内装モルタル耐震層とこれに密着した断熱ブロックは、建物の開口部の既存枠の外周に固定した補強保持枠に保持させる。
The seismic / heat-insulating reinforcement structure of the present invention has a seismic layer made of a net-interior mortar in which a fiber net is embedded in a resin mortar. In addition to being provided on the existing outer wall surface, a heat insulating layer made of a heat insulating block is closely integrated with the surface of the net interior mortar seismic layer, and these are coated with a fireproof mortar.
In the present invention, the existing outer wall surface and the net interior mortar seismic layer are preferably separated from each other rather than being joined. Therefore, a synthetic resin sheet or the like is interposed, and then the mortar for forming the seismic layer is applied. It is good to work.
Moreover, the net interior mortar seismic layer and the heat insulating block adhered thereto are held by a reinforcing holding frame fixed to the outer periphery of the existing frame at the opening of the building.
本発明の施工方法は、建物外壁の一部を剥離除去して土台と桁の側面を露出させると共に建物の開口部の外周に補強保持枠を固定してから建物の開口部を除く外壁面に離間用シートを接着剤などによって仮着させておく。
その後、土台及び桁側面とシート面に樹脂モルタルを塗工すると共に繊維製補強ネットを介装させて更に、樹脂モルタルを上塗りしてネット内装モルタル層とする。
次いで、ネット内装モルタル層の上縁及び下縁を土台と桁に止め釘などによって夫々所定間隔で固定してからモルタルの接着力が低下しない内に、耐熱層を密着させる。
ネット内装モルタルが固化して積層合着板体となって耐震層が構成されると共に断熱層が一体となって構成される。 その後、 耐震層と断熱層を防火モルタルによって被覆塗工することによって強化壁が得られる。
補強保持枠は、断面コ状のアルミや鋼材などの金属製チャンネル部材を方形又は門型に形成したもので耐震層とブロックを挟持できるのがよい。
繊維製ネットとしては、アラミド繊維、炭素繊維、ガラス繊維などによる2次元又は3次元織物であって網目間隔が3〜20mmのものである。
樹脂モルタルは、エポキシ樹脂と砂、或は接着性ポリマー、セメント、砂などの混合組成物である。
耐震層の厚さは通常、15〜35mm、断熱層(発泡ポリスチレンなどの市販の成型品)の厚さは、15mm以上、防火モルタルの塗り厚20mm以上とする。
なお、防火モルタルの表面に仕上げモルタルによる仕上げ層を塗工することもできる。
The construction method of the present invention peels and removes part of the outer wall of the building to expose the side surfaces of the foundation and the girder and fixes the reinforcing holding frame to the outer periphery of the opening of the building, and then on the outer wall surface excluding the opening of the building. The separation sheet is temporarily attached with an adhesive or the like.
Thereafter, resin mortar is applied to the base and the side surfaces of the girders and the sheet surface, and a fiber reinforced net is interposed, and the resin mortar is further applied to form a net interior mortar layer.
Next, the upper and lower edges of the net-interior mortar layer are fixed to the base and girders with a nail or the like at predetermined intervals, and the heat-resistant layer is brought into close contact before the adhesive strength of the mortar is reduced.
The net interior mortar is solidified to form a laminated bonded plate body to form an earthquake resistant layer and a heat insulating layer. After that, the reinforced wall is obtained by coating the seismic layer and heat insulation layer with fire mortar.
The reinforcing holding frame is formed by forming a channel member made of metal such as aluminum or steel having a U-shaped cross section into a square shape or a gate shape, and is preferably capable of sandwiching the earthquake resistant layer and the block.
The fiber net is a two-dimensional or three-dimensional fabric made of aramid fiber, carbon fiber, glass fiber, etc., and has a mesh interval of 3 to 20 mm.
The resin mortar is a mixed composition of epoxy resin and sand, or adhesive polymer, cement, sand and the like.
The thickness of the seismic layer is usually 15 to 35 mm, the thickness of the heat insulating layer (commercially available molded product such as expanded polystyrene) is 15 mm or more, and the coating thickness of fireproof mortar is 20 mm or more.
In addition, the finishing layer by finishing mortar can also be coated on the surface of fire prevention mortar.
本発明補強構造によると、耐震と外断熱施工が同時にできるばかりでなく、これらの施工を建物内部に入ることなく実施できる利点があり、施工が容易になる。
また、補強保持枠によって開口部の補強のみならず壁体全体の補強効果も得られる。
更に、本発明の耐震層は、断熱ブロックを一体化して保持すると共に土台や桁(梁)などの水平部材とも一体化しているので強固な耐震構造を実現できる。
According to the reinforced structure of the present invention, not only earthquake-proofing and external heat insulation work can be performed simultaneously, but also there is an advantage that these work can be carried out without entering the building, and the work is facilitated.
In addition, the reinforcing holding frame can not only reinforce the opening but also reinforce the entire wall.
Furthermore, since the seismic layer of the present invention integrally holds the heat insulating block and is also integrated with horizontal members such as a base and a girder (beam), a strong seismic structure can be realized.
以下、本発明構造を施工法と共に図について説明する。
図中、1は既存の木造家屋、2は布基礎、3は土台、4は桁又は梁、5は出入り口や窓などの開口部、6はサッシその他の既存の枠体、7は柱、8は外壁である。
9は、外壁8の表面に構成した強化壁、10は、開口部の周囲に固定した方形又は門型の金属製保持枠であって強化壁の保持と開口部の補強を兼ねるものである。
強化壁9は、耐震層11と断熱層12の密着体によって構成されるもので、耐震層は繊維ネットを内装する樹脂モルタルが合着固化して形成され、断熱層を形成する発泡体成型品は、耐震層と一体化されて構成される。
The structure of the present invention will be described below with reference to the construction method.
In the figure, 1 is an existing wooden house, 2 is a cloth foundation, 3 is a foundation, 4 is a girder or beam, 5 is an opening such as a doorway or window, 6 is a sash or other existing frame, 7 is a pillar, 8 Is the outer wall.
9 is a reinforcing wall formed on the surface of the
The reinforcing
耐震層11は、次のように施工される。
予め、窓枠などの開口部の外周に保持枠9を固定すると共に土台及び桁部の外壁を剥離除去13して土台3と桁4の側面を露出させる(図2(A))。
次に、既存外壁面と耐震層を密着させないようにするため、外壁の樹脂モルタル施工面にビニルなどのシート材14を接着剤などによって仮止めしておく。
外壁除去部13に樹脂モルタルを埋め込むと共にシート面に樹脂モルタル下地層15を塗布してその全面に繊維製ネット16を貼付け、更に樹脂モルタル17を上塗りしてネット内装モルタルNMを形成させ、その上縁11Aと下縁11Bを夫々、桁4と土台3に沿って所定間隔で釘止め固定18する(図2(B))。
The
In advance, the
Next, in order to prevent the existing outer wall surface and the earthquake-resistant layer from coming into close contact with each other, a
A resin mortar is embedded in the outer
上塗りモルタル17が固化しない内に、ブロック状断熱材19を貼付ける。
その後、外面全面に防火モルタル20を塗工して強化壁9が構成される(図2(C))。
上記した施工によって、ネット内装樹脂モルタルNMが固化した耐震層11は、家屋の土台と桁の間に積層合着板体となって固定されると共に断熱ブロック19と合体して丈夫な強化壁を構成する。
The block-like
After that,
The
5 開口部
6 サッシ
7 柱
8 外壁
9 強化壁
10 補強保持枠
11 積層合着耐震層
12 断熱層
13 外壁切除部
14 シート材
15、17 樹脂モルタル層
16 繊維製ネット
18 止め釘
19 断熱ブロック
20 防火モルタル
DESCRIPTION OF
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2007069671A JP2008231701A (en) | 2007-03-17 | 2007-03-17 | Seismic and exterior thermal insulation structure and construction method for existing wooden houses |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2007069671A JP2008231701A (en) | 2007-03-17 | 2007-03-17 | Seismic and exterior thermal insulation structure and construction method for existing wooden houses |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2008231701A true JP2008231701A (en) | 2008-10-02 |
Family
ID=39904838
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2007069671A Pending JP2008231701A (en) | 2007-03-17 | 2007-03-17 | Seismic and exterior thermal insulation structure and construction method for existing wooden houses |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2008231701A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012031677A (en) * | 2010-08-02 | 2012-02-16 | Nippon Steel & Sumikin Coated Sheet Corp | Wall repair structure |
| CN102928877A (en) * | 2012-11-14 | 2013-02-13 | 中国石油集团川庆钻探工程有限公司地球物理勘探公司 | Seismic property combination method based on Dempster/Shafe (D-S) evidence theory |
| CN104321687A (en) * | 2012-05-16 | 2015-01-28 | 埃西勒国际通用光学公司 | Ophthalmic lens |
| JP2015180802A (en) * | 2015-05-27 | 2015-10-15 | 日鉄住金鋼板株式会社 | Wall repair method |
| CN105178455A (en) * | 2015-10-17 | 2015-12-23 | 张磊 | Fireproof insulating layer of building exterior wall |
| CN105220786A (en) * | 2015-10-17 | 2016-01-06 | 张磊 | A kind of building heat preserving puigging |
| CN108316525A (en) * | 2018-04-28 | 2018-07-24 | 中建科技河南有限公司 | A kind of monoblock type composite thermal insulation exterior wall and its construction method |
| JP2020007181A (en) * | 2018-07-05 | 2020-01-16 | 積水化学工業株式会社 | Concrete surface protective material |
| CN112227546A (en) * | 2020-10-18 | 2021-01-15 | 朱爱国 | External wall insulation board fixing device for construction |
-
2007
- 2007-03-17 JP JP2007069671A patent/JP2008231701A/en active Pending
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012031677A (en) * | 2010-08-02 | 2012-02-16 | Nippon Steel & Sumikin Coated Sheet Corp | Wall repair structure |
| CN104321687A (en) * | 2012-05-16 | 2015-01-28 | 埃西勒国际通用光学公司 | Ophthalmic lens |
| CN102928877A (en) * | 2012-11-14 | 2013-02-13 | 中国石油集团川庆钻探工程有限公司地球物理勘探公司 | Seismic property combination method based on Dempster/Shafe (D-S) evidence theory |
| CN102928877B (en) * | 2012-11-14 | 2016-02-17 | 中国石油集团川庆钻探工程有限公司地球物理勘探公司 | Based on the seismic attribute fusion method of D-S evidence theory |
| JP2015180802A (en) * | 2015-05-27 | 2015-10-15 | 日鉄住金鋼板株式会社 | Wall repair method |
| CN105178455A (en) * | 2015-10-17 | 2015-12-23 | 张磊 | Fireproof insulating layer of building exterior wall |
| CN105220786A (en) * | 2015-10-17 | 2016-01-06 | 张磊 | A kind of building heat preserving puigging |
| CN108316525A (en) * | 2018-04-28 | 2018-07-24 | 中建科技河南有限公司 | A kind of monoblock type composite thermal insulation exterior wall and its construction method |
| CN108316525B (en) * | 2018-04-28 | 2023-09-08 | 中建科技河南有限公司 | Integral combined heat-insulating outer wall and construction method thereof |
| JP2020007181A (en) * | 2018-07-05 | 2020-01-16 | 積水化学工業株式会社 | Concrete surface protective material |
| CN112227546A (en) * | 2020-10-18 | 2021-01-15 | 朱爱国 | External wall insulation board fixing device for construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP2008231701A (en) | Seismic and exterior thermal insulation structure and construction method for existing wooden houses | |
| JP3291573B2 (en) | Architectural panel and building using the panel | |
| US10301823B2 (en) | Frame supported panel | |
| JP6280746B2 (en) | COMPOSITE WALL PANEL, WALL SYSTEM AND ITS COMPONENTS, AND ITS CONSTRUCTION METHOD | |
| US9919499B2 (en) | Stiffened frame supported panel | |
| US7946092B2 (en) | Method of constructing a building, such building, and wall and floor elements for use therein | |
| US10865562B2 (en) | Foam backed panel with cantilever | |
| CN106223529B (en) | A kind of out-hung panel and preparation method thereof of the compound wood wool board of lightgage steel joist | |
| WO2012114122A2 (en) | Construction panel | |
| WO2010144951A1 (en) | Thermal wall panel, building system and methods of use and construction of the same | |
| JP2002227320A (en) | Outside heat insulation building constructed of reinforced concrete | |
| JP5319401B2 (en) | Column base protection structure | |
| JP3255225B2 (en) | Externally insulated steel frame building, its construction method and building materials | |
| JP3577063B2 (en) | Book wall structure in reinforced concrete building | |
| EP1736609B1 (en) | System for construction with pre-fabricated panels, and pre-fabricated panel | |
| JPS6320974B2 (en) | ||
| JP2835026B2 (en) | Wall panels | |
| JP4247482B2 (en) | Floor structure | |
| WO2008029462A1 (en) | Exterior wall body | |
| EP1536077B1 (en) | Method of constructing a building, such building, and wall element for use therein | |
| KR102011310B1 (en) | variable motion type frame assembly for panel having curvature | |
| RU167860U1 (en) | MULTILAYER WALL PANEL | |
| JP3685495B2 (en) | Moisture-proof and heat-insulating wall panel and concrete wall construction method | |
| KR100608097B1 (en) | Architecture pillar reinforcement structure | |
| JP2007247395A (en) | Method of manufacturing outer thermal insulating precast concrete wall body |