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JP3619211B2 - Exterior wall structure of extension and renovation building - Google Patents
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JP3619211B2 - Exterior wall structure of extension and renovation building - Google Patents

Exterior wall structure of extension and renovation building Download PDF

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Publication number
JP3619211B2
JP3619211B2 JP2002152705A JP2002152705A JP3619211B2 JP 3619211 B2 JP3619211 B2 JP 3619211B2 JP 2002152705 A JP2002152705 A JP 2002152705A JP 2002152705 A JP2002152705 A JP 2002152705A JP 3619211 B2 JP3619211 B2 JP 3619211B2
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Japan
Prior art keywords
building
plate
extension
wall
reconstruction
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JP2002152705A
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JP2003343027A (en
Inventor
和宏 田中
聖治 岡田
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Panasonic Homes Co Ltd
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Panahome Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、外観に優れ地震等の被災時に破損を防止でき、或いは破損の程度を低減しうる増改築建築物の外壁構造に関する。
【0002】
【従来の技術】
近年、住宅における居住者の生活様式の変化、店舗における改装等の際、既築建築物への増築、既築建築物の一部を取り壊した上の改築が増加している。
【0003】
このような建築物においては、工事の能率、仕上りの外観を良好とするため、既築の外壁構造に対し、増改築される外壁構造を連続一体に形成し、しかもその屋外側、及び屋内側の表面仕上げも連続一体に形成することが一般的である。
【0004】
ところで、これら増加築された建築物では、鉄骨構造の既築建物に木質構造を増築する等構造の種類自体が異なる場合が多く、或いは構造の種類は同じであっても、殆どの場合その剛性、固有振動数等構造特性が異なる。このため地震、交通振動下で既築建物と増改築建物でその挙動が異なり、これにより前記連続一体に形成された外壁構造がその境界部分で変形を生じ、更に連続一体に形成された屋外側、及び屋内側の表面仕上げに割れ、剥離を招く。
【0005】
【発明が解決しようとする課題】
このような問題を解決するために、既築建物から分離独立して増改築建物を構築し、双方部分間に前記挙動の相違を吸収する間隔を設ける構造を採用することなども考えられている。しかしこのような増改築の建築構造においては、既築建物と増改築建物の間から、空気、音、雨水が浸入しやすく、屋内の環境を損ねるという問題がある。
【0006】
また、既築建物と増改築建物の隙間を被覆するために伸縮可能な蛇腹状の連結材を取付たり、被覆材を取り付けることが行われているが、屋外側、屋内側共に建築物の外観を損なうという問題がある。
【0007】
本発明は、以上のような問題点に鑑み案出なされたもので、交通振動発生時既築建物と増改築建物でその挙動が異なっても、外壁板等既築建物及び増改築建物の構造体に応力が発生することがなく、既築建物、増改築建物における変形や、外壁板に割れ等破損を防止する増改築建築物の外壁構造を提供することを目的としている。
【0008】
【課題を解決するための手段】
本発明のうち請求項1記載の発明は、既築建物の外壁と増改築建物の外壁の境界部分において、既築建物の外壁の増改築建物側に、増改築建物の外壁の表面方向に平行でかつ外壁の境界部分の上下全体に亙り、基板と、その側縁を折り曲げた段部を介して基板に平行に延設した主板とを有するカバー板を前記基板を既築建物の外装板と下地材の間に挟着して取付けるとともに、該カバー板の主板の外側に一定の間隔を隔てて増改築建物の外装板を延設し、カバー板と増改築建物の外壁板が増改築建物の外壁の表面方向にスライド可能とする増改築建築物の外壁構造である。
【0009】
このような構成を具えるため、地震、交通振動発生時既築建物と増改築建物でその挙動が異なっても、既築建物の外壁に設けたカバー板と増改築建物の外装板が増改築建物の外壁の表面方向にスライド可能であるため、外装板等既築建物及び増改築建物の構造体に応力が発生することがなく、既築建物、増改築建物における変形や、外装板に割れ等破損を防止しうる。
【0010】
また請求項2記載の発明のように、カバー板を弾性板材で形成することにより、地震、交通振動発生時既築建物と増改築建物の間で、増改築建物の外壁表面に対し直角方向対し発生する挙動の差異に対しても、カバー板の変形がこれを吸収し、既築建物、増改築建物における変形や、外装板に割れ等破損を防止しうる。
【0011】
さらに請求項3の発明のように、増改築建物の外装板の裏側に受け板を取付け、該受け板の先端でカバー板に向って設けられた水密片の先端がカバー板の表面に当接し、カバー板と受け板間に水密材を介装することにより、既築建物の外壁と増改築建物の外壁間で隙間が生じない為外観を損なうことがなく、空気、音、雨水の浸入を防止し、屋内の環境を快適に維持しうる。
【0012】
また請求項4記載の発明のように、受け板の先端に外側に向う堰板を設け、増改築建物の外装板の端縁と堰板の間隙にシーリング材を充填することにより、外装板の裏部への雨水の浸入を防止しうるとともに、端面から外装板内部への雨水の含浸を防止し外装板の劣化を防止しうる。
【0013】
【発明の実施の形態】
以下本発明の実施の一形態を図面に基づき説明する。
尚、本発明では、旧来の部分を既築建物101、新たに増改築する部分を増改築建物102、既築建物101及び増改築建物102全体を増改築建築物として説明する。
【0014】
図1乃至3に示す増改築建築物の外壁構造Aは、既築建物101の外壁と増改築建物102の外壁の境界部分において、境界部分の上下全体に亙るカバー板51を具える。
【0015】
本実施態様の既築建物101は、軽量鉄骨のフレーム材21に珪酸カルシウム板、ALC板、塩化ビニル鋼板等の外装板52とラワン合板、針葉樹合板、石膏ボード等の内装板23を三層にして貼設した外壁パネル24を、接合金物(図示せず)を介して多数結合一体化して構築している。外壁パネル24内部には、グラスウール、ロックウール、発泡スチロール等の断熱材25を充填し、断熱性を向上する。既築建物101は必要により、外壁パネル24の一部を取り外す等一部を取り壊し、その部分に連続して増改築建物102を構築する。
【0016】
前記カバー板51は図5に示すように、基板71と、その側縁を直角に折り曲げた段部72を介して基板71に平行に延設した主板73とその先端縁を鍵型に折り返した折返片74からなり、基板71を既築建物101の外装板52とその下地材75間に挟着して取付ける。
【0017】
他方本実施態様の増改築建物102は、鉄骨製の柱26と梁(図示せず)をボルト止め、溶接等で接合し組み立てた架構体に木製のフレーム材27に外装板52と内装板23を貼設した外壁パネル28を取付けて構築している。本実施態様では既築建物101に近接した柱26の既築建物101側に、裏面に補強板29を添設した外装板52と内装板23を具えた幅の小さな補助パネル30を設ける。
【0018】
増改築建物102の外装板52は、前記カバー板51の主板73の外側に一定の間隙を隔てて延長形成される。この為カバー板51と外装板52は増改築建物102の外壁の表面方向にスライドが可能となり、従って地震、交通振動発生時既築建物101と増改築建物102でその挙動が異なっても、構造体での応力発生を防止し、既築建物101及び増改築建物102における変形や、外装板52に割れ等破損を防止しうる。
【0019】
また、カバー板51は鋼板、ステレス、アルミニウム、合成樹脂等で形成しうるが、本実施態様ではカバー板51を弾性に富んだガルバニウム鋼板で形成する。これによりカバー板51は弾性変形を容易とし、増改築建物102の外壁表面に対し直角方向対し発生する挙動の差異に対しても、カバー板51の変形がこれを吸収し、既築建物101、増改築建物102における変形や、外装板52に割れ等破損を防止しうる。
【0020】
また、本実施態様では、増改築建物102の外装板52の裏側に受け板53を具える。該受け板53は、鋼板、ステレス、アルミニウム、合成樹脂等で形成し、図6に示すように、その先端で双方に反対方向に直角に折れ曲がる形状の水密片54と堰板56を有する。
【0021】
図2に示すように、受け板53の水密片54の先端は、カバー板51の主板73の表面に当接しており、これにより既築建物101の外壁と増改築建物102の外壁間で隙間発生を防止し、外観を損なうことがない。更にカバー板51の主板73と受け板53間にネオプレインゴム、スポンジ等の水密材55を介装しており、これにより空気、音、雨水の浸入を防止し、屋内の環境を快適に維持しうる。
【0022】
又本実施態様では、図2に示すように、受け板53の先端に外側に向い設けた堰板56と増改築建物102の外装板52の端縁との間隙にシーリング材57を充填しており、外装板52の裏部への雨水の浸入を防止しうるとともに、端面から外装板52内部への雨水の含浸を防止し外装板52の劣化を防止しうる。
【0023】
本実施態様では、外壁の屋内側表面である内装側には、目板下地5、該目板下地5に支持される目板3及び底目地4を具える。目板下地5は、図2、3に示すように石膏ボード、合板、珪酸カルシウム板等から成り、下地桟31に取付ける。また目板下地5の背部に断熱材25を充填し、断熱性を確保する。目板3は石膏ボード、合板、珪酸カルシウム板等から成るもので、縦長の長尺板状に形成し、目板下地5上の中央に積層して釘止め、接着等で取付ける。目板3の表面には、既築建物101及び増改築建物102の内装板23の表面に帖設される内装シートと同一、又はこれらと色、柄が調和のとれた内装シートを帖設して仕上げる。また図1、3に示すように、目板3の表面は、既築建物101及び増改築建物102の内装仕上層2の表面と略面一に形成され、良好な外観を維持する。
【0024】
また、図2に示すように、目板3と補助パネル30の内装板23からなる増改築建物102の内装仕上層2の間、及び目板3と既築建物101の内装仕上層1間に、各々同幅の間隙(5〜15mm)を隔てることにより、底目地4を形成する。地震、交通振動下で既築建物101と増改築建物102でその挙動が異なり、これにより既築建物101の内装仕上層1と増改築建物102の内装仕上層2の間で変形や変位を生じることが多い。しかし、底目地4がその変形や変位を吸収し、目板3及びこれに隣接する内装仕上層1、2上での亀裂、しわ等の破損を抑制し、外観を損なうことを防止し、従って多少の変形も補修を要しない。また変形や破損が大きく、補修を必要とする場合でも、既築建物101と増改築建物102の内装仕上層1、2はそのまま残し、目板3の交換等の補修で済み、工事を容易とする。さらに、目板下地5として石膏ボード等一定以上の外力負荷で容易に破損する材料を使用すると、既築建物101と増改築建物102の挙動に相違が生じても、破損によりこの挙動の相違を吸収する。従って、既築建物101と増改築建物102の内装板23には、これら挙動の相違による応力が発生せず、前記底目地4の作用と相俟って、双方に何ら損傷が生じることがない。
【0025】
図4に示す増改築建築物の外壁構造Bは、外壁の屋外側の構成等は上記増改築建築物の外壁構造Aと同様であるが、目板下地5が一対の下地構成材5a、5bから成る。一方の下地構成材5aの側面に形成した溝33に他方の下地構成材5bの対向する側面に形成した凸部34をスライド自在に嵌合して構成し、既築建物101と増改築建物102の挙動の相違を吸収できる。しかも目板下地5も損傷することがなく、補修を何ら必要としない。目板3は目板下地5上の中央に積層し、一方の下地構成材5aに対してのみ釘止め、接着等で固定されている。また双方の下地構成材5a、5bは、各々その背部の下地桟31に取付けられる。
【0026】
図8、9に示す増改築建築物の外壁構造Cは、既築建物101の外壁表面に対し増改築建物102の外壁を直角に増設する場合に採用する。本実施態様では、カバー板51は図7に示すように、基板71と、その側縁に鍵部76を介して基板71に直角に延設した主板73とその先端縁を鍵型に折り返した折返片74からなり、基板71を既築建物101の外装板52表面にビス固定で取付ける。受け板53は、図6に示すところの前記増改築建築物の外壁構造Aと同一のものを採用する。
【0027】
また、既築建物101の内装仕上層1の表面と、増改築建物102の内装仕上層2の側面の間には、底目路4を介して目板3を設ける。該目板3は石膏ボード等一定以上の外力負荷で容易に破損する目板下地5に積層取付けし、その表面は増改築建物102の内装仕上層2の表面と略面一に形成される。
【0028】
【発明の効果】
以上説明したように、本発明では、既築建物の外壁の増改築建物側に基板と、その側縁を折り曲げた段部を介して基板に平行に延設した主板とを有するカバー板を前記基板を既築建物の外装板と下地材の間に挟着して取付けるとともに、該カバー板の主板の外側に一定の間隔を隔てて増改築建物の外装板を延設し、カバー板と増改築建物の外装板が増改築建物の外壁の表面方向にスライド可能とするものであるため、既築建物と増改築建物でその挙動が異なっても、外装板等既築建物及び増改築建物の構造体に応力が発生することがなく、既築建物、増改築建物における変形や、外装板に割れ等破損を防止しうる。
【0029】
また請求項2記載の発明では、カバー板を弾性板材で形成するため、増改築建物の外壁表面に対し直角方向対し発生する挙動の差異に対しても、カバー板の変形がこれを吸収し、既築建物、増改築建物における変形や、外装板に割れ等破損を防止しうる。
【0030】
また請求項3記載の発明では、受け板の先端でカバー板に向って設けられた水密片の先端がカバー板の表面に当接し、双方の間に水密材を介装するため、既築建物の外壁と増改築建物の外壁間で隙間が生じない為外観を損なうことがなく、空気、音、雨水の浸入を防止し、屋内の環境を快適に維持しうる。
【0031】
また請求項4記載の発明では、増改築建物の外装板の端縁と堰板の間隙にシーリング材を充填するため、外装板の裏部への雨水の浸入を防止しうるとともに、端面から外装板内部への雨水の含浸を防止し外装板の劣化を防止しうる。
【図面の簡単な説明】
【図1】本本発明の一実施形態を例示する断面図である。
【図2】その要部を示す拡大図である。
【図3】その分解斜視図である。
【図4】本発明の異なる実施形態の断面図である。
【図5】カバー板を示す斜視図である。
【図6】受け板を示す斜視図である。
【図7】異なる形態のカバー板を示す斜視図である。
【図8】本発明の更に異なる実施形態の断面図である。
【図9】その要部を示す拡大図である。
【符号の説明】
51 カバー板
52 外装板
53 受け板
54 水密片
55 水密材
56 堰板
57 シーリング材
101 既築建物
102 増改築建物
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an outer wall structure of an extension / reconstruction building that has excellent appearance and can prevent breakage in the event of a disaster such as an earthquake or can reduce the degree of breakage.
[0002]
[Prior art]
2. Description of the Related Art In recent years, when a resident's lifestyle changes in a house, refurbishment in a store, etc., the number of existing buildings has been increased, and some of the existing buildings have been demolished.
[0003]
In such a building, in order to improve the efficiency of construction and the finished appearance, the outer wall structure to be expanded and reconstructed is continuously formed integrally with the existing outer wall structure, and the outdoor side and the indoor side are also formed. In general, the surface finish is continuously formed integrally.
[0004]
By the way, in these increased buildings, the type of structure itself is often different, such as adding a wooden structure to an existing building with a steel structure, or even if the type of structure is the same, in most cases its rigidity The structural characteristics such as natural frequency are different. For this reason, the behavior differs between the existing building and the extension / reconstruction building under earthquake and traffic vibrations. As a result, the outer wall structure formed in the continuous unit is deformed at the boundary part, and the outdoor side formed in the continuous unit is further formed. , And the surface finish on the indoor side will crack and cause peeling.
[0005]
[Problems to be solved by the invention]
In order to solve such a problem, it is considered to construct an extension / reconstruction building that is separated and independent from an existing building, and adopt a structure that provides a gap between the two parts to absorb the difference in behavior. . However, in such an extended and reconstructed building structure, there is a problem that air, sound, and rainwater are likely to enter between the existing building and the extended and reconstructed building, thereby impairing the indoor environment.
[0006]
In addition, a bellows-like connecting material that can be stretched or a covering material is attached to cover the gap between the existing building and the extension / reconstruction building. There is a problem that damages.
[0007]
The present invention was devised in view of the above problems, and even if the behavior differs between an existing building and an extension / reconstruction building at the time of occurrence of traffic vibration, the structure of the existing building and the extension / reconstruction building such as an outer wall plate, etc. It is an object of the present invention to provide an outer wall structure of an extension / reconstruction building that does not cause stress on the body and prevents deformation in an existing building or extension / reconstruction building, or breakage of the outer wall plate such as a crack.
[0008]
[Means for Solving the Problems]
According to the first aspect of the present invention, the boundary between the outer wall of the existing building and the outer wall of the extension building is parallel to the surface direction of the outer wall of the extension building at the extension building side of the outer wall of the existing building. in and Ri Wataru across the upper and lower boundary of the outer wall, the substrate and the exterior plate of the existing housing buildings the substrate a cover plate and a main plate to extend in parallel to the substrate via a stepped portion bent the side edges increasing the with Keru mounted in sandwiched between the base sheet and extending the outer casing of the renovation building at regular intervals on the outer side of the main plate of the cover plate, the cover plate and the renovation building perimeter walls plate It is an outer wall structure of an extended and reconstructed building that can slide in the surface direction of the outer wall of the renovated building.
[0009]
Because of this structure, the cover plate on the outer wall of the existing building and the exterior plate of the additional building are expanded and remodeled even if the behavior differs between the existing building and the expanded building when an earthquake or traffic vibration occurs. Because it is slidable in the surface direction of the outer wall of the building, there is no stress on the structure of the existing building and extension building such as exterior panels, and the existing building and extension building are deformed and cracked in the exterior plate. It can prevent damage.
[0010]
Further, as in the invention described in claim 2, by forming the cover plate with an elastic plate, between the existing building and the extension building at the time of the occurrence of an earthquake or traffic vibration, the cover plate is perpendicular to the outer wall surface of the extension building. Even for the difference in behavior that occurs, the deformation of the cover plate absorbs this and can prevent the deformation in the existing building and the extension / reconstruction building and the breakage of the exterior plate such as cracks.
[0011]
Furthermore, as in the invention of claim 3, a receiving plate is attached to the back side of the exterior plate of the extension and renovation building, and the tip of the watertight piece provided at the tip of the receiving plate toward the cover plate comes into contact with the surface of the cover plate. By interposing a water-tight material between the cover plate and the backing plate, there is no gap between the outer wall of the existing building and the outer wall of the extension / reconstruction building, so that the appearance is not impaired and air, sound, and rainwater can enter. Prevent and maintain a comfortable indoor environment.
[0012]
Further, as in the invention described in claim 4, a shroud facing outward is provided at the front end of the receiving plate, and a sealing material is filled in a gap between the edge of the exterior plate of the extension and renovation building and the weir plate. In addition to preventing rainwater from entering the back portion, it is possible to prevent impregnation of rainwater from the end face into the exterior plate and prevent deterioration of the exterior plate.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
In the present invention, the old part will be described as an existing building 101, the part to be newly expanded / reconstructed will be described as an expanded / reconstructed building 102, and the existing building 101 and the entire expanded / reconstructed building 102 will be described as an expanded / reconstructed building.
[0014]
The outer wall structure A of the extension / reconstruction building shown in FIGS. 1 to 3 includes a cover plate 51 extending over the entire upper and lower sides of the boundary portion at the boundary portion between the outer wall of the existing building 101 and the outer wall of the extension / reconstruction building 102.
[0015]
In the existing building 101 of this embodiment, a lightweight steel frame material 21 has three layers of an exterior plate 52 such as a calcium silicate plate, an ALC plate, and a vinyl chloride steel plate, and an interior plate 23 such as lauan plywood, softwood plywood, and gypsum board. A plurality of outer wall panels 24 pasted together are constructed by being joined and integrated through a joint metal (not shown). The outer wall panel 24 is filled with a heat insulating material 25 such as glass wool, rock wool, or polystyrene foam to improve heat insulation. If necessary, the existing building 101 is demolished partly by removing a part of the outer wall panel 24 and the extension / reconstruction building 102 is constructed continuously in that part.
[0016]
As shown in FIG. 5, the cover plate 51 has a substrate 71, a main plate 73 extending in parallel to the substrate 71 via a stepped portion 72 whose side edges are bent at right angles, and a tip edge thereof folded back into a key shape. It consists of folded pieces 74, and the substrate 71 is attached by being sandwiched between the exterior plate 52 of the existing building 101 and the base material 75 thereof.
[0017]
On the other hand, the extension / reconstruction building 102 according to the present embodiment includes a wooden frame material 27, an exterior plate 52, and an interior plate 23 in a frame structure in which a steel column 26 and a beam (not shown) are bolted and joined by welding or the like. The outer wall panel 28 to which is attached is attached and constructed. In this embodiment, a small auxiliary panel 30 having an exterior plate 52 and an interior plate 23 provided with a reinforcing plate 29 on the back surface is provided on the side of the existing building 101 of the pillar 26 adjacent to the existing building 101.
[0018]
The exterior plate 52 of the extension / reconstruction building 102 is formed to extend outside the main plate 73 of the cover plate 51 with a certain gap. Therefore, the cover plate 51 and the exterior plate 52 can slide in the direction of the surface of the outer wall of the extension / reconstruction building 102. Therefore, even if the behavior differs between the existing building 101 and the extension / reconstruction building 102 when an earthquake or traffic vibration occurs, The generation of stress in the body can be prevented, and deformation in the existing building 101 and the extension / reconstruction building 102 and breakage such as cracks in the exterior plate 52 can be prevented.
[0019]
The cover plate 51 can be formed of a steel plate, stainless steel, aluminum, synthetic resin, or the like. In this embodiment, the cover plate 51 is formed of a galvanium steel plate rich in elasticity. As a result, the cover plate 51 can be easily elastically deformed, and the deformation of the cover plate 51 absorbs the difference in behavior that occurs in the direction perpendicular to the outer wall surface of the extension and renovation building 102, and the existing building 101, It is possible to prevent deformation of the extension / reconstruction building 102 and damage to the exterior plate 52 such as cracking.
[0020]
Moreover, in this embodiment, the receiving plate 53 is provided on the back side of the exterior plate 52 of the extension / reconstruction building 102. The receiving plate 53 is formed of a steel plate, stainless steel, aluminum, synthetic resin, or the like, and has a watertight piece 54 and a weir plate 56 that are bent at right angles in opposite directions at both ends thereof, as shown in FIG.
[0021]
As shown in FIG. 2, the tip of the watertight piece 54 of the receiving plate 53 is in contact with the surface of the main plate 73 of the cover plate 51, so that there is a gap between the outer wall of the existing building 101 and the outer wall of the extension / reconstruction building 102. Occurrence is prevented and appearance is not impaired. Furthermore, a watertight material 55 such as neoprene rubber or sponge is interposed between the main plate 73 and the receiving plate 53 of the cover plate 51, thereby preventing the intrusion of air, sound and rainwater and maintaining the indoor environment comfortably. Yes.
[0022]
Further, in this embodiment, as shown in FIG. 2, a sealing material 57 is filled in a gap between the weir plate 56 provided outward at the front end of the receiving plate 53 and the edge of the exterior plate 52 of the extension / reconstruction building 102. In addition, it is possible to prevent rainwater from entering the back of the exterior plate 52, and to prevent impregnation of rainwater from the end surface into the exterior plate 52, thereby preventing deterioration of the exterior plate 52.
[0023]
In this embodiment, the interior side which is the indoor side surface of the outer wall is provided with the eye plate base 5, the eye plate 3 supported by the eye plate base 5, and the bottom joint 4. As shown in FIGS. 2 and 3, the eye plate base 5 is composed of a gypsum board, a plywood, a calcium silicate plate, and the like, and is attached to the base crosspiece 31. Further, a heat insulating material 25 is filled in the back of the eye plate base 5 to ensure heat insulation. The face plate 3 is made of gypsum board, plywood, calcium silicate plate, etc., is formed in a vertically long plate shape, and is laminated at the center on the face plate base 5 and attached by nail attachment or adhesion. On the surface of the face plate 3, an interior sheet that is the same as the interior sheet installed on the surface of the interior plate 23 of the existing building 101 and the extension / reconstruction building 102 or a color and pattern in harmony with these are installed. Finish. As shown in FIGS. 1 and 3, the surface of the eye plate 3 is formed to be substantially flush with the surfaces of the interior finishing layer 2 of the existing building 101 and the extension / reconstruction building 102, and maintains a good appearance.
[0024]
In addition, as shown in FIG. 2, between the interior finishing layer 2 of the extension / reconstruction building 102 composed of the eye plate 3 and the interior panel 23 of the auxiliary panel 30, and between the eye plate 3 and the interior finishing layer 1 of the existing building 101. The bottom joint 4 is formed by separating gaps (5 to 15 mm) of the same width. Under the earthquake and traffic vibration, the behavior differs between the existing building 101 and the extension / reconstruction building 102, and this causes deformation and displacement between the interior finishing layer 1 of the existing building 101 and the interior finishing layer 2 of the extension / reconstruction building 102. There are many cases. However, the bottom joint 4 absorbs the deformation and displacement, suppresses breakage such as cracks and wrinkles on the top plate 3 and the interior finishing layers 1 and 2 adjacent thereto, and prevents the appearance from being damaged. Some deformation does not require repair. In addition, even when deformation and damage are large and repair is required, the interior finishing layers 1 and 2 of the existing building 101 and the extension / reconstruction building 102 are left as they are, and repair such as replacement of the eye plate 3 is sufficient, and the construction is facilitated. To do. Furthermore, if a material that easily breaks due to an external force load exceeding a certain level, such as gypsum board, is used as the faceplate base 5, even if there is a difference in the behavior of the existing building 101 and the extension / reconstruction building 102, Absorb. Therefore, the interior plate 23 of the existing building 101 and the extension / reconstruction building 102 does not generate stress due to the difference in behavior, and in combination with the action of the bottom joint 4, no damage is caused on both sides. .
[0025]
The outer wall structure B of the extension / reconstruction building shown in FIG. 4 is the same as the outer wall structure A of the extension / reconstruction building in the configuration of the outer side of the outer wall, but the eye plate base 5 is a pair of base components 5a, 5b. Consists of. The groove 33 formed on the side surface of one base component 5a is slidably fitted with the convex portion 34 formed on the opposite side surface of the other base component 5b. The difference in behavior can be absorbed. In addition, the eye plate base 5 is not damaged and does not require any repairs. The eye plate 3 is laminated at the center on the eye plate base 5, and is fixed to one base component 5a only by nailing or bonding. Further, both the base constituent members 5a and 5b are respectively attached to the base crosspiece 31 at the back portion thereof.
[0026]
The outer wall structure C of the extension / reconstruction building shown in FIGS. 8 and 9 is employed when the outer wall of the extension / reconstruction building 102 is added at a right angle to the outer wall surface of the existing building 101. In this embodiment, as shown in FIG. 7, the cover plate 51 has a substrate 71, a main plate 73 extending at a right angle to the substrate 71 via a key portion 76 on its side edge, and a tip edge thereof folded back into a key shape. It consists of folded pieces 74, and the substrate 71 is attached to the surface of the exterior plate 52 of the existing building 101 with screws. As the receiving plate 53, the same one as the outer wall structure A of the extension / reconstruction building shown in FIG. 6 is adopted.
[0027]
In addition, a face plate 3 is provided between the surface of the interior finishing layer 1 of the existing building 101 and the side surface of the interior finishing layer 2 of the extension / reconstruction building 102 via the bottom road 4. The eye plate 3 is laminated and attached to the eye plate base 5 which is easily damaged by an external force load such as a plaster board, and the surface thereof is formed substantially flush with the surface of the interior finishing layer 2 of the extension / reconstruction building 102.
[0028]
【The invention's effect】
As described above, in the present invention, and the substrate renovation building side of the outer wall of existing housing building, the cover plate having a main plate that extends parallel to the substrate via a stepped portion bent the side edges the with Keru mounted in sandwiched between the substrate of the outer plate and the base material of the existing housing building, to extend the outer casing of the renovation building at regular intervals on the outer side of the main plate of the cover plate, the cover plate Because the exterior plate of the extension / reconstruction building is slidable in the direction of the surface of the outer wall of the extension / reconstruction building, even if the behavior of the existing building and the extension / reconstruction building is different, No stress is generated in the structure, and it is possible to prevent deformation in an existing building or an extension / reconstruction building, or damage such as a crack in an exterior plate.
[0029]
In the invention according to claim 2, since the cover plate is formed of an elastic plate material, the deformation of the cover plate absorbs the difference in behavior that occurs in the direction perpendicular to the outer wall surface of the extension and remodeling building, It can prevent deformation in existing buildings and extension and renovation buildings, and breakage such as cracks in exterior panels.
[0030]
In the invention according to claim 3, since the tip of the water-tight piece provided at the tip of the receiving plate toward the cover plate contacts the surface of the cover plate and a water-tight material is interposed between the two, Because there is no gap between the outer wall of the building and the outer wall of the extension / renovation building, the appearance is not impaired, the ingress of air, sound, and rainwater can be prevented, and the indoor environment can be maintained comfortably.
[0031]
In the invention according to claim 4, since the sealing material is filled in the gap between the edge of the exterior plate of the extension and renovation building and the dam plate, it is possible to prevent the intrusion of rainwater into the back of the exterior plate and from the end surface to the exterior It can prevent impregnation of rainwater into the board and prevent deterioration of the exterior board.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view illustrating an embodiment of the present invention.
FIG. 2 is an enlarged view showing the main part.
FIG. 3 is an exploded perspective view thereof.
FIG. 4 is a cross-sectional view of a different embodiment of the present invention.
FIG. 5 is a perspective view showing a cover plate.
FIG. 6 is a perspective view showing a receiving plate.
FIG. 7 is a perspective view showing a cover plate of a different form.
FIG. 8 is a cross-sectional view of yet another embodiment of the present invention.
FIG. 9 is an enlarged view showing the main part.
[Explanation of symbols]
51 Cover plate 52 Exterior plate 53 Base plate 54 Watertight piece 55 Watertight material 56 Barrage plate 57 Sealing material 101 Existing building 102 Extension and renovation building

Claims (4)

既築建物の外壁と増改築建物の外壁の境界部分において、既築建物の外壁の増改築建物側に、増改築建物の外壁の表面方向に平行でかつ外壁の境界部分の上下全体に亙り、基板と、その側縁を折り曲げた段部を介して基板に平行に延設した主板とを有するカバー板を前記基板を既築建物の外装板と下地材の間に挟着して取付けるとともに、該カバー板の主板の外側に一定の間隔を隔てて増改築建物の外装板を延設し、カバー板と増改築建物の外壁板が増改築建物の外壁の表面方向にスライド可能とすることを特徴とする増改築建築物の外壁構造。In the boundary portion of the outer wall of the outer and renovation building already built buildings, the renovation building side of the outer wall of existing housing buildings, Ri Wataru across the upper and lower boundary of the parallel and the outer wall in the direction of the surface of the outer wall of the renovation building , substrate and, Keru sandwiched to attached between the outer casing and the base material of the existing housing buildings cover plate the substrate having a main plate and that extends in parallel to the substrate via a stepped portion bent the side edges In addition, the exterior plate of the extension / reconstruction building is extended outside the main plate of the cover plate at a certain interval so that the cover plate and the outer wall plate of the extension / reconstruction building can slide in the surface direction of the outer wall of the extension / reconstruction building. The outer wall structure of an extension and renovation building characterized by this. カバー板を弾性板材で形成することを特徴とする請求項1記載の増改築建築物の外壁構造。2. The outer wall structure of an extension and reconstructed building according to claim 1, wherein the cover plate is formed of an elastic plate material. 増改築建物の外装板の裏側に受け板を取付け、該受け板の先端でカバー板に向って設けられた水密片の先端がカバー板の表面に当接し、カバー板と受け板間に水密材を介装することを特徴とする請求項1又は2記載の増改築建築物の外壁構造。A backing plate is attached to the back side of the exterior plate of the extension and renovation building. The outer wall structure of an extension and remodeling building according to claim 1 or 2, characterized by comprising 受け板の先端に外側に向う堰板を設け、増改築建物の外装板の端縁と堰板の間隙にシーリング材を充填することを特徴とする請求項1乃至3のいずれかに記載の増改築建築物の外壁構造。Increasing according to any one of claims 1 to 3 to the distal end of the receiving plate a weir plate toward the outer provided, characterized by filling the sealing material to the edge and the clearance of the sheathing board of the exterior plate of the renovation building Exterior wall structure of a renovated building.
JP2002152705A 2002-05-27 2002-05-27 Exterior wall structure of extension and renovation building Expired - Fee Related JP3619211B2 (en)

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