JP2006037467A - Structure of expansion joint - Google Patents

Structure of expansion joint Download PDF

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JP2006037467A
JP2006037467A JP2004217590A JP2004217590A JP2006037467A JP 2006037467 A JP2006037467 A JP 2006037467A JP 2004217590 A JP2004217590 A JP 2004217590A JP 2004217590 A JP2004217590 A JP 2004217590A JP 2006037467 A JP2006037467 A JP 2006037467A
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wall
main body
extension
plate
handrail
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JP2004217590A
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Kazuhiro Tanaka
和宏 田中
Shinichiro Hamamitsu
伸一郎 濱満
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Panasonic Homes Co Ltd
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Panahome Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a structure of an expansion joint capable of having the excellence in waterproofing efficiency and, at the same time, simplifying the structure to have high workability. <P>SOLUTION: The structure of the expansion joint is used for a connection section of a body section as the existing building, an extension outer wall section constructed by adjoining the body section and extended toward the body outer wall section of the body section and an extension section of a one-story building having a handrail wall section forming a handrail of a balcony on the roof placed on an upper position of the extension outer wall section, the first water drip board extended toward the extension outer wall section and the handrail wall section is provided to the body section, at the same time, the second water drip board extended to the body section having the same height as that of the first water drip board from the handrail wall section and the extension outer wall section is provided to the extension section, the first water drip board and the second water drip board are arranged by mutually having an overlap section capable of making relative displacement and, at the same time, a waterproofing sheet having pliability extended to the extension outer wall section and the handrail wall section from the body outer wall section at the inside of the first water drip board and the second water drip board is provided. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、既築建物である本体部と、この本体部に隣接して構築される平屋の増築部との接続部に用いるエキスパンションジョイントの構造に関する。   The present invention relates to a structure of an expansion joint used for a connection part between a main body part which is an existing building and an extension part of a one-story building which is constructed adjacent to the main body part.

既築建物である本体部に増築部を建増しする増築工法において、本体部と増築部とを一体化すると、地震発生時双方の構造体が別々に挙動することから、接合部に亀裂を生じて外観を損ない易く、また接合部に大きな応力を発生させて耐震性能上不利な構造となる。   In the extension method that adds the extension part to the main part, which is an existing building, if the main part and the extension part are integrated, both structures behave separately when an earthquake occurs, resulting in a crack in the joint. The appearance is easily damaged, and a large stress is generated at the joint, resulting in a disadvantageous structure in terms of earthquake resistance.

そこで、本体部と増築部との間に隙間を設けることにより構造上分離し、かつ本体部と増築部との接続部に、地震時に生じる異なる挙動を吸収しうるエキスパンションジョイントを採用する工法が提案されている(例えば、特許文献1参照)。   Therefore, a construction method is proposed that uses an expansion joint that separates structurally by providing a gap between the main body and the extension, and that can absorb different behaviors that occur during an earthquake at the connection between the main body and the extension. (For example, refer to Patent Document 1).

特開2003−96998号公報JP 2003-96998 A

しかしながら、従来のエキスパンションジョイント工法では、本体部の外壁と増築部の外壁、或いは本体部の上階外壁と平屋増築部の屋根などのように、本体部と増築部の向合う部位毎に別々の構造として設計され、個別に施工している。従って、本体部の一階外壁と増築部の一階外壁との接続部、及び本体部の二階外壁と平屋増築部の屋根上バルコニーの手摺壁との接続部は、各々異なる形態となるため、上下の接続部の連続箇所において複雑な雨仕舞が要求され、その結果雨漏れの恐れがあるとともに施工性を低下させるという問題があった。   However, in the conventional expansion joint method, the outer wall of the main body and the outer wall of the extension, or the upper floor outer wall of the main body and the roof of the one-story extension, etc. Designed as a structure and constructed individually. Therefore, the connection part between the first floor outer wall of the main body part and the first floor outer wall of the extension part, and the connection part of the second floor outer wall of the main body part and the handrail wall of the roof balcony of the one-story extension part have different forms, respectively. There is a problem that a complicated rain finish is required at the continuous portion of the upper and lower connecting portions, and as a result, there is a risk of rain leakage and a decrease in workability.

本発明は、本体部に縦長の第1の水切り板を設けるとともに、前記増築部に手摺壁部及び増築外壁部から本体部に向って延びる第2の水切り板を設け、前記第1の水切り板と第2の水切り板とは重なり部を有して配されるとともに、第1の水切り板及び第2の水切り板の内側で、増築外壁部から増築外壁部に延びる柔軟性を有する防水シートを設けることを基本とし、防水性能に優れるとともに構造がシンプル化されて施工性が良いエキスパンションジョイントの構造の提供を課題としている。   According to the present invention, a first draining plate that is vertically long is provided in the main body, and a second draining plate that extends from the handrail wall portion and the extended outer wall portion toward the main body portion is provided in the extension portion, and the first draining plate is provided. And the second draining plate are arranged with an overlapping portion, and a waterproof sheet having flexibility that extends from the additional outer wall portion to the additional outer wall portion inside the first draining plate and the second draining plate. It is based on providing, and it is the subject to provide the structure of the expansion joint which is excellent in waterproof performance and simplified in structure and good in workability.

前記目的を達成するために、請求項1に係る発明は、既築建物である本体部と、この本体部に隣接して構築され、該本体部の本体外壁部に向って延びる増築外壁部、及びこの増築外壁部の上位に配置されて屋根上バルコニーの手摺を形成する手摺壁部を有する平屋の増築部との接続部に用いるエキスパンションジョイントの構造であって、前記本体部に、増築外壁部及び手摺壁部に向って延びる縦長の第1の水切り板を設けるとともに、前記増築部に、手摺壁部及び増築外壁部から前記第1の水切り板と同高さで本体部に向って延びる第2の水切り板を設け、前記第1の水切り板と第2の水切り板とは、互いに相対移動可能な重なり部を有して配されるとともに、第1の水切り板及び第2の水切り板の内側で、本体外壁部から増築外壁部及び手摺壁部に延びる柔軟性を有する防水シートを設けたことを特徴とする。   In order to achieve the above object, an invention according to claim 1 includes a main body part that is an existing building, and an extended outer wall part that is constructed adjacent to the main body part and extends toward the main body outer wall part of the main body part, And an expansion joint structure used for a connection part with an extension part of a one-storied house having a handrail wall part disposed above the extension outer wall part to form a handrail of a roof balcony, and the extension outer wall part is connected to the main body part And a vertically long first draining plate extending toward the handrail wall portion, and extending from the handrail wall portion and the extended outer wall portion to the main body portion at the same height as the first draining plate. The first draining plate and the second draining plate are arranged to have an overlapping portion that can move relative to each other, and the first draining plate and the second draining plate Inside, from the main body outer wall to the extension outer wall and Characterized in that the tarpaulin is provided with a flexible extending Surikabe unit.

請求項2に係る発明では、前記防水シートは、上部からの雨水浸入の防止のため、手摺壁部の下地材とともにその上部に防水キャップが被せられ、また請求項3に係る発明は、前記第1の水切り板は、増築外壁部の表面に平行な主板部と、この主板部の基部で直角に折れ曲がる取付部と、前記主板部及び取付部の連続箇所で内側に凹んだ段部とを有して断面略L字状をなし、前記段部と、本体外壁部とで形成される溝部にシーリング材が充填されることを特徴とする。   In the invention according to claim 2, the waterproof sheet is covered with a waterproof cap on the upper part together with the base material of the handrail wall part in order to prevent rainwater from entering from the upper part. 1 has a main plate portion parallel to the surface of the extension outer wall portion, an attachment portion that is bent at a right angle at the base portion of the main plate portion, and a step portion that is recessed inward at a continuous portion of the main plate portion and the attachment portion. Thus, a substantially L-shaped cross section is formed, and a sealing material is filled in a groove portion formed by the step portion and the main body outer wall portion.

また請求項4に係る発明は、前記防水シートは、一方の側部を、本体外壁部に固着された断面矩形状の下地桟と該本体外壁部とで挟着することにより取り付けられ、前記手摺壁部は、その内側の壁板が前記下地桟により固着されることを特徴とする請求項1〜3のいずれかに記載のエキスパンションジョイントの構造である。   According to a fourth aspect of the present invention, the waterproof sheet is attached by sandwiching one side portion between a base bar having a rectangular cross section fixed to the outer wall portion of the main body and the outer wall portion of the main body. The expansion joint structure according to any one of claims 1 to 3, wherein an inner wall plate of the wall portion is fixed by the base bar.

請求項1に係る発明では、第1の水切り板、第2の水切り板、及び防水シートが、手摺壁部から増築外壁部に亘って上下に連続することから防水性能に優れ、構造がシンプルであるため施工性が良い。また重なり部を有して配される第1の水切り板と第2の水切り板とは、相対移動が可能であるため、地震時に本体部、増築部の異なる挙動をスムースに吸収でき、クラックなどを発生させない。さらに第1の水切り板及び第2の水切り板の内側に配された防水シートにより二重防水され、雨水の浸入が防止される。   In the invention which concerns on Claim 1, since the 1st draining board, the 2nd draining board, and a waterproof sheet continue up and down from a handrail wall part to an extension outer wall part, it is excellent in waterproof performance, and a structure is simple. There is good workability because there is. Moreover, since the 1st draining board and 2nd draining board which are arranged with an overlapping part can be relatively moved, different behaviors of the main body part and the extension part can be smoothly absorbed during an earthquake, cracks, etc. Does not occur. Furthermore, double waterproofing is performed by a waterproof sheet disposed inside the first draining plate and the second draining plate, and intrusion of rainwater is prevented.

請求項2に係る発明のように、防水シート上部、及び手摺壁部の下地部に防水キャップが被せられると、水密性の弱点である手摺壁上部からの浸水が防止され、また請求項3に係る発明のように構成することにより、本体外壁部と第1の水切り板との間の水密性が向上する。   As in the invention according to claim 2, when a waterproof cap is put on the upper portion of the waterproof sheet and the base portion of the handrail wall portion, inundation from the upper portion of the handrail wall, which is a weak point of watertightness, is prevented, and By comprising like this invention, the watertightness between a main body outer wall part and a 1st draining board improves.

また請求項4に係る発明のように構成することにより、防水シートと、手摺壁部の内側の壁板とが同じ下地桟を用いて固着できるため、使用部材を減じて構造がシンプル化され、施工性を向上できる。   In addition, by configuring as in the invention according to claim 4, the waterproof sheet and the inner wall plate of the handrail wall portion can be fixed using the same base beam, so the structure is simplified by reducing the members used, Workability can be improved.

以下、本発明の実施の一形態を、図示例とともに説明する。図1に示すように、エキスパンションジョイントの構造1は、既築建物である本体部2と平屋の増築部6との接続部Sに形成され、本体部2に設けられる第1の水切り板7と、増築部6に設けられる第2の水切り板8と、この第1の水切り板7及び第2の水切り板8の内側に設けられる防水シート10とを具える。   Hereinafter, an embodiment of the present invention will be described with reference to the drawings. As shown in FIG. 1, the structure 1 of the expansion joint is formed in a connecting portion S between a main body 2 that is an existing building and an extension 6 of a one-story building, and a first draining plate 7 provided in the main body 2. The second draining plate 8 provided in the extension part 6 and the waterproof sheet 10 provided inside the first draining plate 7 and the second draining plate 8 are provided.

前記本体部2は、図3に示すように、二階建てを含む多層階建物であり、本形態では、専用金物を用いて基礎21の上に外壁パネルP1を左右に連続して取付けるとともに、さらに上方へも外壁パネルP1を接合して構築した、壁構造の建物が例示される。前記外壁パネルP1は、例えば、内側に向く断面コ字状の上下の横枠材の両端部と、左右に配された内側に向く断面コ字状の縦枠材の上下端部とを固着して矩形状に形成された周囲枠と、この周囲枠の内側に架け渡された縦又は横の補強桟とかなる鋼製のパネルフレームの両面に、外装板と内装下地板とを貼着して形成される。そして、外壁出隅部に断面L字状の柱カバー22が、そして上下の外壁パネルP1、P1間に幕板23が、各々装着されて外壁を形成している。なお本体部2は、これ以外に鋼製の柱、梁を組立てた構造躯体に非耐力壁パネルを取付けて構築したラーメン構造、RC構造、木造軸組み構造、ツーバイフォー構造などの建物でもよい。   As shown in FIG. 3, the main body 2 is a multi-story building including a two-story building. In this embodiment, the outer wall panel P1 is continuously attached to the left and right on the foundation 21 using a dedicated hardware, and further, A wall structure building constructed by joining the outer wall panel P1 upward is also exemplified. The outer wall panel P1, for example, fixes both ends of upper and lower horizontal frame members with a U-shaped cross section facing inward and upper and lower ends of a vertical frame material with a U-shaped cross section facing inwardly disposed on the left and right. The exterior plate and interior base plate are attached to both sides of a rectangular frame and a steel panel frame that serves as a vertical or horizontal reinforcing bar spanning the inside of the peripheral frame. It is formed. A column cover 22 having an L-shaped cross section is mounted at the outer wall protruding corner, and a curtain plate 23 is mounted between the upper and lower outer wall panels P1, P1 to form an outer wall. In addition, the main body 2 may be a building such as a ramen structure, an RC structure, a wooden frame structure, or a two-by-four structure constructed by attaching a non-bearing wall panel to a structural frame in which steel columns and beams are assembled.

前記増築部6は、前記の如く平屋建てであり、前記本体部2の本体外壁部3に隣接して構築され、しかも本体部2に隣接した屋根上バルコニーBを具える。なお本明細書では、前記本体部2の外壁であって、該増築部6と向合う部分を本体外壁部3といい、また増築部6の外壁であって、前記本体外壁部3に向って、略直角に延びる部分を増築外壁部4という。前記増築外壁部4は、本形態では、増築部6の基礎24に図示されないアンカーボルトを介して固着された鋼製の柱25と、この柱25に支持された断面H字状軽量鉄骨製の梁26と、この梁26及び基礎24の間に取付具27により固着された非耐力パネルP2とを含み構成されたものを例示している。なお前記柱25は、上端部に前記梁26と同高さで本体外壁部3に向く片持梁32が取付けられ、上部に断面コ字状の水平継ぎ材33を有するバルコニー支柱34が固着されている。また前記非耐力パネルP2は、矩形状をなす木製のパネルフレーム28の両面に、外装板29と内装下地板30とを貼着し、内部にグラスウールなど断熱材31が充填される。また前記増築部6は、図12に示すように、増築外壁部4の上位に、前記屋根上バルコニーBの手摺となる手摺壁部5が設けられ、この手摺壁部5および増築外壁部4は、前記柱25から本体外壁部3に向けて延長して形成された本体外壁部3との接続部Sを有する。   The extension part 6 is a one-story building as described above, is constructed adjacent to the main body outer wall part 3 of the main body part 2, and further includes the roof balcony B adjacent to the main body part 2. In this specification, the outer wall of the main body 2 and the portion facing the extension 6 is referred to as the main body outer wall 3, and is the outer wall of the extension 6, toward the main body outer wall 3. The portion extending substantially at a right angle is referred to as an extension outer wall 4. In this embodiment, the extension outer wall portion 4 is made of a steel column 25 fixed to the foundation 24 of the extension portion 6 via an anchor bolt (not shown), and a lightweight steel frame having an H-shaped cross section supported by the column 25. An example is shown that includes a beam 26 and a non-bearing panel P2 fixed between the beam 26 and the foundation 24 by a fixture 27. The column 25 has a cantilever 32 attached to the upper end of the column 25 at the same height as the beam 26 and facing the outer wall 3 of the main body, and a balcony column 34 having a horizontal joint 33 having a U-shaped cross section fixed to the top. ing. The non-bearing panel P2 has an exterior plate 29 and an interior base plate 30 adhered to both sides of a rectangular wooden panel frame 28, and a heat insulating material 31 such as glass wool is filled inside. Further, as shown in FIG. 12, the extension portion 6 is provided with a handrail wall portion 5 serving as a handrail for the roof balcony B above the extension outer wall portion 4, and the handrail wall portion 5 and the extension outer wall portion 4 are And a connecting portion S with the main body outer wall portion 3 formed to extend from the pillar 25 toward the main body outer wall portion 3.

前記第1の水切り板7は、図3、4に示すように、増築外壁部4下端から手摺壁部5上端に至る長さを有する縦長の長尺材であり、本形態では図5に示すように、増築外壁部4の表面に平行な主板部7Aと、この主板部7Aの基部で直角折曲がり本体外壁部3の表面と平行な取付部7Bと、主板部7A及び取付部7Bの連続箇所に形成され、内側に凹んだ段部7Cとを有して断面略L字状をなす。また主板部7Aの端部には、補強のため外側に折れ曲がる折曲片54が形成される。   As shown in FIGS. 3 and 4, the first draining plate 7 is a vertically long material having a length from the lower end of the extension outer wall portion 4 to the upper end of the handrail wall portion 5. In this embodiment, the first draining plate 7 is shown in FIG. 5. As described above, the main plate portion 7A parallel to the surface of the extension outer wall portion 4, the mounting portion 7B parallel to the surface of the main body outer wall portion 3 at the base portion of the main plate portion 7A, and the main plate portion 7A and the attachment portion 7B are continuous. It has a stepped portion 7C formed at a location and recessed inward, and has a substantially L-shaped cross section. Further, a bent piece 54 that is bent outward for reinforcement is formed at the end of the main plate portion 7A.

前記第1の水切り板7は、その取付部7Bがビスなど固着具35により本体外壁部3の柱カバー22に固着され、これにより主板部7Aの先端が、増築外壁部4及び手摺壁部5に向って延びる。そして図2に示すように、前記段部7Cと柱カバー22とで形成される溝部にシーリング材14が充填され、これにより本体外壁部3と第1の水切り板7との間の水密性を向上している。   The mounting portion 7B of the first draining plate 7 is fixed to the column cover 22 of the main body outer wall portion 3 by a fixing tool 35 such as a screw, whereby the leading end of the main plate portion 7A is connected to the extension outer wall portion 4 and the handrail wall portion 5. It extends toward. And as shown in FIG. 2, the sealing material 14 is filled in the groove part formed by the said step part 7C and the pillar cover 22, Thereby, the watertightness between the main body outer wall part 3 and the 1st draining board 7 is provided. It has improved.

前記第1の水切り板7は、厚さが例えば0.3〜1.2mm程度であり、主板部7Aの巾寸法は例えば35〜150mm程度に形成され、また取付部7Bの巾は例えば20〜90mm程度、段部7Cはその一辺を5〜20mm程度の大きさとすることが好ましい。なお、第1の水切り板7は、大同板製のガルバニウム鋼板(登録商標)、川鉄製のリバーガルファン(登録商標)などの溶融亜鉛合金めっき鋼板を始め、電気亜鉛めっき鋼板、特殊塗装鋼板その他を用いることができる。   The first draining plate 7 has a thickness of, for example, about 0.3 to 1.2 mm, the width of the main plate portion 7A is, for example, about 35 to 150 mm, and the width of the mounting portion 7B is, for example, 20 to 20 mm. About 90 mm, the stepped portion 7 </ b> C preferably has a side of about 5 to 20 mm. The first draining plate 7 includes galvanium steel plate (registered trademark) made by Daido plate, galvanized steel plate such as Rivergalfan (registered trademark) made by Kawatetsu, electrogalvanized steel plate, specially coated steel plate and others. Can be used.

また前記第2の水切り板8は、図1、11に示すように、第1の水切り板7と略同じ上下長さを有し、増築外壁部4の表面に平行な縦長の長尺板材であり、本形態では、図2に示すように、基板部36とこの基板部36の本体外壁部3側の端部を外方に向け直角に折曲げるとともに180度折返して形成した端片37とからなる。この端片37は、縦方向の細帯状をなし、その略中心線部分で基板部36と連続する。   As shown in FIGS. 1 and 11, the second draining plate 8 is a vertically long long plate material having substantially the same vertical length as the first draining plate 7 and parallel to the surface of the extension outer wall portion 4. In this embodiment, as shown in FIG. 2, an end piece 37 formed by bending the substrate portion 36 and the end portion on the main body outer wall portion 3 side of the substrate portion 36 at right angles outward and folding back 180 degrees. Consists of. This end piece 37 has a narrow strip shape in the vertical direction, and is continuous with the substrate portion 36 at a substantially center line portion.

前記第2の水切り板8は、図11に示すように、基板部36が増築外壁部4の外壁下地板38及び手摺壁部5の手摺下地板39に図示されないビスなどの固着具を用いて、前記第1の水切り板7と同じ高さで固着される。このとき本体外壁部3に向って延びる第2の水切り板8の先端は、前記第1の水切り板7に屋外側に相対移動可能に重なって配置され、この二重箇所によって重なり部9が形成される。さらにこの重なり部9では、図2に示すように、第2の水切り板8の端片37の内端が第1の水切り板7の主板部7Aの外面に当接し、かつ第2の水切り板8の端片37の内側に装着された水密材40が主板部7Aの外面に圧接され、これにより第1、第2の水切り板7、8間は高い水密性能が維持されるとともに相対移動が自在であり、地震時の本体部2と増築部6の挙動の違いを吸収して外壁面の割れなどの破損が防止される。なお前記相対移動の中で、第1、第2の水切り板7、8の面方向の移動、及びこれに直行しかつ第1、第2の水切り板7、8が離れる動きは自在に許容され、相互に近づく動きは第1、第2の水切り板7、8が曲げ変形により吸収しうる範囲において許容される。また、前記第1、第2の水切り板7、8は増築外壁部4と手摺壁部5とに連続して形成されるため、上下階層で継ぎ目のないエキスパンションジョイントが構成され、その結果防水機能の信頼性が高く、施工性に優れる。   As shown in FIG. 11, the second draining plate 8 is formed by using a fastener such as a screw (not shown) on the outer wall base plate 38 of the extension outer wall portion 4 and the handrail base plate 39 of the handrail wall portion 5. The first draining plate 7 is fixed at the same height. At this time, the tip of the second draining plate 8 extending toward the outer wall 3 of the main body is disposed so as to be able to move relative to the first draining plate 7 on the outdoor side, and an overlapping portion 9 is formed by this double portion. Is done. Further, in the overlapping portion 9, as shown in FIG. 2, the inner end of the end piece 37 of the second draining plate 8 is in contact with the outer surface of the main plate portion 7A of the first draining plate 7, and the second draining plate The watertight material 40 mounted on the inner side of the end piece 37 is pressed against the outer surface of the main plate portion 7A, whereby high watertightness performance is maintained between the first and second draining plates 7 and 8 and relative movement is maintained. It is free to absorb the difference in behavior between the main body 2 and the extension 6 at the time of an earthquake and prevent damage such as cracking of the outer wall surface. In the relative movement, movement in the surface direction of the first and second draining plates 7 and 8 and movement of the first and second draining plates 7 and 8 that are perpendicular to the first and second draining plates 7 and 8 are allowed freely. The movements approaching each other are allowed in a range that the first and second draining plates 7 and 8 can absorb by bending deformation. Further, since the first and second draining plates 7 and 8 are continuously formed on the extension outer wall portion 4 and the handrail wall portion 5, a seamless expansion joint is formed in the upper and lower layers, and as a result, a waterproof function. High reliability and excellent workability.

なお第2の水切り板8は、厚さが例えば0.3〜1.2mm程度であり、基板部36の巾寸法は例えば100〜400mm程度に形成され、第1の水切り板7と同様の鋼板を用い成形される。また前記水密材40には、エチレンプロピレンゴム(EDPM)、クロロプレンゴム(CR)、エチレン酢ビ共重合樹脂(EVA)等を用いる。   The second draining plate 8 has a thickness of, for example, about 0.3 to 1.2 mm, and the substrate portion 36 has a width dimension of, for example, about 100 to 400 mm. The steel plate is the same as the first draining plate 7. Is molded. For the watertight material 40, ethylene propylene rubber (EDPM), chloroprene rubber (CR), ethylene vinyl acetate copolymer resin (EVA), or the like is used.

前記防水シート10は、図3に示すように、本体外壁部3から増築部6の柱25に至る巾を有し、増築外壁部4下端から手摺壁部5上端に至る長さで上下に延びる帯状をなす。そしてその本体部2に近い側部を、ビスなど固着具41により本体外壁部3の柱カバー22に固着される断面矩形状の下地桟15と、柱カバー22とで挟着することにより取付けられ、前記第1、第2の水切り板7、8の内側を増築外壁部4及び手摺壁部5側に延びるとともに第2の水切り板8と外壁下地板38及び手摺下地板39との間に挟まれて固定される。このように防水シート10により、第1、第2の水切り板7、8の内側に防水層が形成されるため、本体部2と増築部6との接続部Sに、第1、第2の水切り板7、8及び防水シート10による二重防水が構築され水密性能が向上する。しかもこの防水シート10は、柔軟性を具えるため前記接続部Sの動きに追従でき、さらに増築外壁部4下端から手摺壁部5上端に亘り継ぎ目なく設けられるため雨漏れすることがなく、施工を簡単に行うことができる。   As shown in FIG. 3, the waterproof sheet 10 has a width from the main body outer wall portion 3 to the pillar 25 of the extension portion 6 and extends vertically from the lower end of the extension outer wall portion 4 to the upper end of the handrail wall portion 5. Form a belt. And the side part close | similar to the main-body part 2 is attached by pinching | pinching with the base frame 15 of the cross-sectional rectangle shape fixed to the column cover 22 of the main body outer wall part 3 by the fixing tools 41, such as a screw, and the column cover 22. The inner sides of the first and second draining plates 7 and 8 extend toward the extension outer wall 4 and handrail wall 5 and are sandwiched between the second draining plate 8 and the outer wall base plate 38 and handrail base plate 39. Fixed. Thus, since the waterproof sheet is formed inside the first and second draining plates 7 and 8 by the waterproof sheet 10, the first and second connection portions S between the main body portion 2 and the extension portion 6 are connected to the first and second drain plates 7 and 8. Double waterproofing by the draining plates 7 and 8 and the waterproof sheet 10 is constructed, and the watertight performance is improved. Moreover, since the waterproof sheet 10 has flexibility, it can follow the movement of the connecting portion S, and further, since it is provided seamlessly from the lower end of the extension outer wall portion 4 to the upper end of the handrail wall portion 5, there is no leakage of rain. Can be done easily.

前記防水シート10は、厚さが例えば0.3〜3.0mm程度、巾寸法が例えば200〜600mm程度の大きさのものを使用し、加硫ゴム系シート、非加硫ゴム系シート、塩化ビニル樹脂系シート、エチレン酢酸ビニル樹脂系シート、熱可塑性エラストマー系シートなどを用いることができる。   The waterproof sheet 10 has a thickness of about 0.3 to 3.0 mm and a width of about 200 to 600 mm, for example, a vulcanized rubber sheet, a non-vulcanized rubber sheet, A vinyl resin-based sheet, an ethylene vinyl acetate resin-based sheet, a thermoplastic elastomer-based sheet, or the like can be used.

前記防水シート10の上部は、図9に示すように、前記バルコニー支柱34の水平継ぎ材33、手摺下地板39を含む手摺壁部5の下地部11とともに防水キャップ12で覆われる。この防水キャップ12は、図10に示すように、基部12Aと、この基部12Aに上部及び本体外壁部3側の二辺で連続し、かつ基部12Aよりも高さ寸法が小さい前覆い12Bとからなり、基部12Aと前覆い12Bとは、下部及び本体外壁部3の反対側が分離しているため、前記防水シート10及び下地部11に対して上から被せて、取り付けられる。このように、防水シート10の上部が防水キャップ12で覆われるため、手摺壁部5上部からの浸水が有効に防止される。   As shown in FIG. 9, the waterproof sheet 10 is covered with a waterproof cap 12 together with the horizontal joint member 33 of the balcony column 34 and the base portion 11 of the handrail wall portion 5 including the handrail base plate 39. As shown in FIG. 10, the waterproof cap 12 includes a base 12A, and a front cover 12B that is continuous with the base 12A on two sides on the upper side and the main body outer wall 3 side, and has a smaller height than the base 12A. The base 12A and the front cover 12B are attached so as to cover the waterproof sheet 10 and the base part 11 from above because the lower part and the opposite side of the main body outer wall part 3 are separated. Thus, since the upper part of the waterproof sheet 10 is covered with the waterproof cap 12, the flooding from the handrail wall part 5 upper part is prevented effectively.

また前記防水シート10を固着した下地桟15には、図2に示すように、手摺壁部5の内側の壁板16の端部が図示されないビスなどの固着具により固着される。このように本形態では、一つの下地桟15に対して防水シート10及び前記壁板16が固定されるため、施工性に優れる点で好ましい。   Further, as shown in FIG. 2, the end portion of the wall plate 16 inside the handrail wall portion 5 is fixed to the base frame 15 to which the waterproof sheet 10 is fixed by a fixing tool such as a screw (not shown). Thus, in this form, since the waterproof sheet 10 and the said wall board 16 are fixed with respect to the one base crosspiece 15, it is preferable at the point which is excellent in workability.

次に、エキスパンションジョイントの構造1の施工方法を、手摺壁部5の構築を含め説明する。先ず、図3、5に示すように、防水シート10の側部を本体外壁部3の柱カバー2との間で挟着した下地桟15を、固着具41を用いて柱カバー22に固着することにより、防水シート10の側部を取付ける。なお下地桟15は、前記片持梁32を回避するため、上下に分離している。この防水シート10に隣接して、第1の水切り板7の取付部7Bを、固着具35を用い柱カバー22に固着する。   Next, the construction method of the expansion joint structure 1 including the construction of the handrail wall 5 will be described. First, as shown in FIGS. 3 and 5, the base frame 15 in which the side portion of the waterproof sheet 10 is sandwiched between the column cover 2 of the main body outer wall portion 3 is fixed to the column cover 22 using the fixing tool 41. As a result, the side portion of the waterproof sheet 10 is attached. In addition, in order to avoid the cantilever 32, the base frame 15 is separated vertically. Adjacent to the waterproof sheet 10, the mounting portion 7 </ b> B of the first draining plate 7 is fixed to the column cover 22 using the fixing tool 35.

次に図6、7に示すように、バルコニー支柱34の水平継ぎ材33の上に、第1の笠木下地46と第2の笠木下地47を固着し、前記梁26とバルコニー支柱34の水平継ぎ材33との間に手摺壁部5を構成する手摺パネル42を取付け、前記片持梁32と水平継ぎ材33との間に、手摺壁部5の接続部Sを構成する略横コ字状の手摺下地枠43を取り付ける。さらに前記本体部2の基礎21と増築部6の基礎24との間に形成された繋ぎ基礎44及び片持梁32の間に増築外壁部4の接続部Sを構成する縦長矩形枠状の外壁下地枠45を取り付ける。このとき、作業スペース確保のため、防水シート10を予め裏返して粘着テープなどで仮止めしておく。   Next, as shown in FIGS. 6 and 7, a first headboard base 46 and a second headboard base 47 are fixed on the horizontal joint member 33 of the balcony post 34, and the horizontal joint between the beam 26 and the balcony post 34 is secured. A handrail panel 42 constituting the handrail wall portion 5 is attached between the material 33 and the substantially horizontal U-shape constituting the connection portion S of the handrail wall portion 5 between the cantilever 32 and the horizontal joint member 33. A handrail base frame 43 is attached. Further, the outer wall of the vertically long rectangular frame that forms the connecting portion S of the extension outer wall 4 between the base 21 of the main body 2 and the base 24 of the extension 6 and the cantilever 32. A base frame 45 is attached. At this time, in order to secure a work space, the waterproof sheet 10 is turned over in advance and temporarily fixed with an adhesive tape or the like.

次に図8に示すように、前記外壁下地枠45の上に、縦長矩形板状の外壁下地板38を、前記手摺下地枠43及び第2の笠木下地47の上に手摺下地板39を、各々固着具、接着などを用いて固着する。なお外壁下地板38及び手摺下地板39は、厚さが例えば12mm程度の耐水合板その他を用いる。そして、図9に示すように、前記防水シート10を外壁下地板38及び手摺下地板39の上に重ね合わせ、バルコニー支柱34の水平継ぎ材33、第2の笠木下地47、手摺下地板39を含む前記下地部11及び防水シート10の上部に図10に示される防水キャップ12を被せる。なおこのとき前記下地桟15の上部は、一時的に柱カバー22に対する固着を外し、防水キャップ12装着後再度固着する。さらに、防水キャップ12の本体外壁部3側の上部、両側部における、防水キャップ12と柱カバー22との継ぎ目をシーリング材で封止して、防水性向上を図る。   Next, as shown in FIG. 8, a vertically long rectangular plate-like outer wall base plate 38 is formed on the outer wall base frame 45, and a handrail base plate 39 is formed on the handrail base frame 43 and the second headboard base 47. Each of them is fixed using a fixing tool, adhesive or the like. As the outer wall base plate 38 and the handrail base plate 39, a water-resistant plywood or the like having a thickness of, for example, about 12 mm is used. Then, as shown in FIG. 9, the waterproof sheet 10 is overlaid on the outer wall base plate 38 and the handrail base plate 39, and the horizontal joint material 33 of the balcony column 34, the second headboard base 47, and the handrail base plate 39 are provided. A waterproof cap 12 shown in FIG. 10 is put on the base portion 11 and the waterproof sheet 10 that are included. At this time, the upper part of the base frame 15 is temporarily removed from the column cover 22 and is fixed again after the waterproof cap 12 is attached. Further, the seam between the waterproof cap 12 and the column cover 22 at the upper part and both side parts of the waterproof cap 12 on the main body outer wall 3 side is sealed with a sealing material to improve waterproofness.

次に図11に示すように、第2の水切り板8を前記防水シート10および上部では防水キャップ12の外表面を覆って配置するとともに、図示されないビスなど固着具を用いて前記外壁下地板38及び手摺下地板39に固着する。このとき第2の水切り板8の前記端片37は、図2に示すように、第1の水切り板7の外表面に当接する。   Next, as shown in FIG. 11, the second draining plate 8 is arranged so as to cover the outer surface of the waterproof cap 10 and the waterproof cap 12 in the upper part, and the outer wall base plate 38 is used by using a fixing tool such as a screw (not shown). And it adheres to the handrail base plate 39. At this time, the end piece 37 of the second draining plate 8 comes into contact with the outer surface of the first draining plate 7 as shown in FIG.

次に図12に示すように、外壁外装板48、幕板49、及び腰壁外装板50を前記第2の水切り板8の外表面を覆って配置するとともに、固着具を用いて前記外壁下地板38及び手摺下地板39に固着する。このとき図2に示すように、外壁外装板48、幕板49、及び腰壁外装板50の本体外壁部3側端部を、第2の水切り板8の端片37との間に例えば5〜20mm程度の間隔を隔てて配置し、形成される溝にシーリング材51を充填して水密性を確保する。   Next, as shown in FIG. 12, an outer wall exterior plate 48, a curtain plate 49, and a waist wall exterior plate 50 are arranged so as to cover the outer surface of the second draining plate 8, and the outer wall base plate is used by using a fixing tool. 38 and the handrail base plate 39. At this time, as shown in FIG. 2, the outer wall exterior plate 48, the curtain plate 49, and the waist wall exterior plate 50 end portions on the main body outer wall portion 3 side are placed between the end piece 37 of the second draining plate 8, for example, 5 to 5. It arrange | positions at intervals of about 20 mm, and the sealing material 51 is filled in the groove | channel formed, and watertightness is ensured.

次に、増築部6の柱25及びバルコニー支柱34を覆う柱カバー52を取付けるとともに、非耐力パネルP2と手摺パネル42との間に横長の主幕板53を固着する。また手摺壁部5の接続部Sの内側には、図3に示すように、前記下地桟15及び手摺下地枠43に壁板16を固着する。更に図12に示すように、第1、第2の笠木下地46、47の上から断面横コ字状の化粧笠木カバー54を冠着して、手摺壁部5上部の防水、化粧仕上げを行う。   Next, a column cover 52 that covers the column 25 and the balcony column 34 of the extension portion 6 is attached, and a horizontally long main curtain plate 53 is fixed between the non-bearing panel P2 and the handrail panel 42. Further, as shown in FIG. 3, the wall plate 16 is fixed to the base rail 15 and the handrail base frame 43 inside the connection portion S of the handrail wall portion 5. Further, as shown in FIG. 12, a decorative headboard cover 54 having a U-shaped cross section is attached from above the first and second headboard bases 46 and 47 to waterproof and make up the upper part of the handrail wall 5. .

本発明の一実施の形態を例示する断面図である。It is sectional drawing which illustrates one embodiment of this invention. その要部拡大図である。It is the principal part enlarged view. 施工方法を説明し、防水カバー、第1の水切り板の取付け工程を例示する斜視図である。It is a perspective view explaining a construction method and illustrating the attachment process of a waterproof cover and a 1st draining board. 防水カバー、第1の水切り板が取付けられた状態を例示する斜視図である。It is a perspective view which illustrates the state where the waterproof cover and the 1st draining board were attached. そのA−A断面図である。It is the AA sectional view. 手摺パネル、手摺下地枠、外壁下地枠の取付け工程を例示する斜視図である。It is a perspective view which illustrates the attachment process of a handrail panel, a handrail base frame, and an outer wall base frame. 手摺パネル、手摺下地枠、外壁下地枠が取付けられた状態を例示する斜視図である。It is a perspective view which illustrates the state where a handrail panel, a handrail base frame, and an outer wall base frame were attached. 外壁下地板、手摺下地板の取付け工程を例示する斜視図である。It is a perspective view which illustrates the attachment process of an outer wall base plate and a handrail base plate. 防水キャップの取付け工程を例示する斜視図である。It is a perspective view which illustrates the attachment process of a waterproof cap. 防水キャップの斜視図である。It is a perspective view of a waterproof cap. 第2の水切り板の取付け工程を例示する斜視図である。It is a perspective view which illustrates the attachment process of the 2nd draining board. 外壁外装板、幕板、及び腰壁外装板の取付け工程を例示する斜視図である。It is a perspective view which illustrates the attachment process of an outer wall exterior board, a curtain board, and a waist wall exterior board.

符号の説明Explanation of symbols

1 エキスパンションジョイントの構造
2 本体部
3 本体外壁部
4 増築外壁部
5 手摺壁部
6 増築部
7 第1の水切り板
7A 主板部
7B 取付部
7C 段部
8 第2の水切り板
9 重なり部
10 防水シート
11 下地材
12 防水キャップ
13 溝部
14 シーリング材
15 下地桟
16 壁板
B 屋上バルコニー
S 接続部
DESCRIPTION OF SYMBOLS 1 Structure of expansion joint 2 Main body part 3 Main body outer wall part 4 Extension outer wall part 5 Handrail wall part 6 Extension part 7 1st draining board 7A Main board part 7B Mounting part 7C Step part 8 2nd draining board 9 Overlapping part 10 Waterproof sheet DESCRIPTION OF SYMBOLS 11 Base material 12 Waterproof cap 13 Groove part 14 Sealing material 15 Base frame 16 Wall board B Roof balcony S Connection part

Claims (4)

既築建物である本体部と、この本体部に隣接して構築され、該本体部の本体外壁部に向って延びる増築外壁部、及びこの増築外壁部の上位に配置されて屋根上バルコニーの手摺を形成する手摺壁部を有する平屋の増築部との接続部に用いるエキスパンションジョイントの構造であって、
前記本体部に、増築外壁部及び手摺壁部に向って延びる縦長の第1の水切り板を設けるとともに、前記増築部に、手摺壁部及び増築外壁部から前記第1の水切り板と同高さで本体部に向って延びる第2の水切り板を設け、
前記第1の水切り板と第2の水切り板とは、互いに相対移動可能な重なり部を有して配されるとともに、第1の水切り板及び第2の水切り板の内側で、本体外壁部から増築外壁部及び手摺壁部に延びる柔軟性を有する防水シートを設けたことを特徴とするエキスパンションジョイントの構造。
A main body part which is an existing building, an extension outer wall part which is constructed adjacent to the main body part and extends toward the main body outer wall part of the main body part, and a railing on the roof balcony which is arranged above the additional outer wall part The structure of the expansion joint used for the connection part with the extension part of the one-story building having the handrail wall part forming
The main body portion is provided with a vertically elongated first draining plate extending toward the extension outer wall portion and the handrail wall portion, and the extension portion has the same height as the first draining plate from the handrail wall portion and the extension outer wall portion. And providing a second draining plate extending toward the main body,
The first draining plate and the second draining plate are arranged to have an overlapping portion that can move relative to each other, and from the outer wall of the main body inside the first draining plate and the second draining plate. A structure of an expansion joint, characterized in that a waterproof sheet having flexibility extending to an extended outer wall portion and a handrail wall portion is provided.
前記防水シートは、上部からの雨水浸入の防止のため、手摺壁部の下地部とともにその上部に防水キャップが被せられたことを特徴とする請求項1記載のエキスパンションジョイントの構造。   The expansion joint structure according to claim 1, wherein the waterproof sheet is covered with a waterproof cap on an upper portion thereof together with a base portion of a handrail wall portion in order to prevent rainwater from entering from the upper portion. 前記第1の水切り板は、増築外壁部の表面に平行な主板部と、この主板部の基部で直角に折れ曲がる取付部と、前記主板部及び取付部の連続箇所で内側に凹んだ段部とを有して断面略L字状をなし、
前記段部と、本体外壁部とで形成される溝部にシーリング材が充填されることを特徴とする請求項1又は2記載のエキスパンションジョイントの構造。
The first draining plate includes a main plate portion parallel to the surface of the extension outer wall portion, an attachment portion that is bent at a right angle at a base portion of the main plate portion, and a step portion that is recessed inward at a continuous portion of the main plate portion and the attachment portion. Having a substantially L-shaped cross section,
The expansion joint structure according to claim 1 or 2, wherein a sealing material is filled in a groove formed by the stepped portion and the outer wall portion of the main body.
前記防水シートは、一方の側部を、本体外壁部に固着された断面矩形状の下地桟と該本体外壁部とで挟着することにより取り付けられ、
前記手摺壁部は、その内側の壁板が前記下地桟により固着されることを特徴とする請求項1〜3のいずれかに記載のエキスパンションジョイントの構造。
The waterproof sheet is attached by sandwiching one side portion between a base rail having a rectangular cross section fixed to the outer wall portion of the main body and the outer wall portion of the main body,
The structure of the expansion joint according to any one of claims 1 to 3, wherein an inner wall plate of the handrail wall portion is fixed by the base rail.
JP2004217590A 2004-07-26 2004-07-26 Structure of expansion joint Pending JP2006037467A (en)

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