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JP5427427B2 - Drainage structure of building - Google Patents
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JP5427427B2 - Drainage structure of building - Google Patents

Drainage structure of building Download PDF

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JP5427427B2
JP5427427B2 JP2009021659A JP2009021659A JP5427427B2 JP 5427427 B2 JP5427427 B2 JP 5427427B2 JP 2009021659 A JP2009021659 A JP 2009021659A JP 2009021659 A JP2009021659 A JP 2009021659A JP 5427427 B2 JP5427427 B2 JP 5427427B2
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draining
building
support
drainer
water
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JP2010174595A (en
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圭 坪川
孝典 小熊
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Toyota Housing Corp
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Description

本発明は、水切部材を備えた建物の水切構造に関する。   The present invention relates to a drainage structure for a building provided with a drainage member.

一般に、建物の外側下方には土台水切が設けられている。それというのも、建物の外壁に雨などが降りかかりその外壁を伝って水が流下する場合、その流下した水が基礎側に浸入すると、床下空間の湿度が高まる。その湿度の高まりは木製の床材や床下に配置されている鉄骨や接合金物等の金属を腐食させる原因となるため、その浸入を防ぐ必要がある。そこで、この土台水切が設置されれば、外壁を伝って流下した水は基礎よりも屋外側へ排出されるため、前述した問題が解消されるのである。   Generally, a foundation drainer is provided below the outside of the building. This is because, when rain falls on the outer wall of a building and water flows along the outer wall, the humidity in the underfloor space increases when the water that flows down enters the foundation. The increase in humidity causes corrosion of metals such as wooden flooring, steel frames and metal fittings placed under the floor, and therefore it is necessary to prevent the intrusion. Therefore, if this foundation drainer is installed, the water flowing down the outer wall is discharged to the outdoor side rather than the foundation, so the above-mentioned problem is solved.

この土台水切は雨天のたびに活用されるため、ある程度の期間経過により腐食や劣化が生じる場合がある。また、屋外に露出した状態で地面の近くに設置されるため、物の衝突などにより破損してしまう場合もある。このため、そのような場合に備え、取替えを可能とする土台水切の設置構造が提案されている(例えば、特許文献1参照)。   Since this drainage is used every time it rains, corrosion and deterioration may occur after a certain period of time. Moreover, since it is installed near the ground in an exposed state, it may be damaged due to collision of objects. For this reason, in preparation for such a case, an installation structure of a base drainer that can be replaced has been proposed (see, for example, Patent Document 1).

この従来の設置構造では、土台水切の支持部材として建物側に設けられ、屋外に向けて突出する板部と、土台水切に設けられて前記板部を上下で挟みこむ挟持部とを有している。そして、土台水切を取り付ける場合はその挟持部に板部が挟みこまれるように手前側から建物側に差し込み、取り外す場合は土台水切を手前側に引き抜くようになっている(特許文献1の各図を参照)。   In this conventional installation structure, it is provided on the building side as a support member for the foundation drainer, and has a plate part protruding toward the outdoors, and a clamping part that is provided on the foundation drainer and sandwiches the plate part up and down. Yes. And when attaching a base drainer, it inserts into a building side from the near side so that a board part may be inserted in the clamping part, and when removing, a base drainer is pulled out to the near side (each figure of patent documents 1) See).

特開2005−2790号公報Japanese Patent Laid-Open No. 2005-2790

ところで、前述した設置構造のように、建物側の前記板部を土台水切の前記挟持部で挟持する構成では、外壁を伝って流下した水がその挟持部内に浸入する可能性がある。   By the way, in the structure which clamps the said board part by the side of a building draining like the installation structure mentioned above, the water which flowed down along the outer wall may permeate into the clamping part.

それにもかかわらず、その水の浸入に対して何ら対策が施されていないため、土台水切の挟持部内へ水の浸入を許し、しかもその水は排出されずに溜まる。そのため、挟持部内に溜まった水が土台水切や前記板部を腐食させたり劣化させたりする原因になるという問題がある。   Nevertheless, since no measures are taken against the ingress of the water, the ingress of water is allowed into the clamping part of the base drainer, and the water is accumulated without being discharged. For this reason, there is a problem that the water accumulated in the holding part causes the drainage of the base and the plate part to be corroded or deteriorated.

そこで、本発明は、水切部材を着脱自在とする構成を採用しながら、水の浸入によって水切部材やその支持部材が劣化したり腐食したりすることの抑制が可能な建物の水切構造を提供することを主たる目的とする。   Therefore, the present invention provides a water draining structure for a building that can prevent the water draining member and its supporting member from being deteriorated or corroded by the ingress of water while adopting a configuration in which the water draining member is detachable. The main purpose.

本発明は、上記課題を解決するために、以下の手段を採用した。   The present invention employs the following means in order to solve the above problems.

すなわち、本発明では、外壁の下方に配置されて同外壁の表面を伝って流下した水を基礎よりも外側へ排出する水切部材が設けられた建物の水切構造であって、前記水切部材を引っ掛け支持する引っ掛け部を有する支持部材が前記建物の水切取付箇所に固定され、その支持部材を外側から覆う状態で、前記引っ掛け部に引っ掛けて前記水切部材が取り付けられ、前記引っ掛け部による前記水切部材の支持部分に対する水の浸入、又は同支持部分に対して浸入した水の前記基礎側への排出を防止する防水部材が取り付けられていることを特徴とする。   That is, according to the present invention, there is provided a drainage structure for a building provided with a drainage member that is disposed below the outer wall and discharges water that has flowed down along the surface of the outer wall to the outside of the foundation, and hooks the drainage member. A supporting member having a hooking part to be supported is fixed to a draining attachment portion of the building, and the draining member is attached by being hooked on the hooking part in a state of covering the supporting member from the outside. A waterproof member for preventing water from entering the support portion or discharging water that has entered the support portion to the base side is attached.

かかる構成によれば、水切部材が水切取付箇所に直接固定されるのではなく、支持部材が水切取付箇所に固定されて水切部材はその支持部材に引っ掛けられているため、水切部材の取り外しが容易となる。これにより、水切部材に破損や劣化等が生じれば、それを新たなものに交換することができる。もっとも、引っ掛け支持の構成を採用すると、外壁を伝って流下した水が水切部材の引っ掛け支持部分に入り込みやすくなるという問題が生じる。しかしながら、本発明では防水部材による防水対策が施されているため、そのような問題は解消される。このため、水の浸入によって水切部材や支持部材が劣化したり腐食したりすることを抑制できる。さらには、流下した水が基礎よりも内側へ入り込むことも防げるため、床下空間の湿度が高まることも抑制できる。床下空間の湿度が高まれば、木製の床材の腐食や床下に配置されている鉄骨や接合金物等の金属腐食の原因にもなることから、得られるメリットは大きい。   According to such a configuration, the draining member is not directly fixed to the draining attachment point, but the supporting member is fixed to the draining attachment point and the draining member is hooked on the supporting member, so that the draining member can be easily removed. It becomes. As a result, if the draining member is damaged or deteriorated, it can be replaced with a new one. However, when the configuration of the hook support is adopted, there arises a problem that water flowing down along the outer wall easily enters the hook support portion of the draining member. However, in the present invention, since the waterproof measure is taken by the waterproof member, such a problem is solved. For this reason, it can suppress that a draining member and a supporting member deteriorate or corrode by the penetration | invasion of water. Furthermore, since it is also possible to prevent the water that has flowed down from entering the inside of the foundation, it is possible to suppress an increase in the humidity of the underfloor space. If the humidity in the underfloor space is high, it may cause corrosion of the wooden flooring and metal corrosion of the steel frame and the joint hardware placed under the floor.

この場合、前記支持部材により前記水切部材は前記外壁の壁面に沿う方向へスライド自在に支持され、該スライドによって前記水切部材が前記支持部材に対して着脱されるようにしてもよい。   In this case, the draining member may be slidably supported by the support member in a direction along the wall surface of the outer wall, and the draining member may be attached to and detached from the support member by the slide.

かかる構成によれば、水切部材を建物横方向へスライドさせることにより支持部材に対して着脱されるため、外壁に近接して屋外設備(エアコンの室外機など)が設置されて同設備と外壁との隙間が狭い場合でも、水切部材をスライドさせればその着脱を容易に行うことができる。   According to such a configuration, since the draining member is detachably attached to the support member by sliding in the lateral direction of the building, outdoor equipment (such as an outdoor unit of an air conditioner) is installed near the outer wall, and the equipment and the outer wall are installed. Even if the gap is narrow, it can be easily attached and detached by sliding the draining member.

従来は、水切部材が所定間隔(例えば、300mm程度)ごとにネジ等の固定部材で固定されていたため、屋外設備の背後に配置されたネジの取り外しが行いづらく、水切部材の取替が困難であった。水切部材をスライドさせて着脱させるというこの構成により、このような従来の問題点が解消できるという意味ではその効果は顕著なものといえる。   Conventionally, the draining member has been fixed with a fixing member such as a screw at every predetermined interval (for example, about 300 mm), so it is difficult to remove the screw disposed behind the outdoor equipment, and it is difficult to replace the draining member. there were. The effect is remarkable in the sense that such a conventional problem can be solved by this configuration in which the draining member is slid and attached.

前記水切部材の支持構造としては、前記支持部材側には前記外壁の壁面に沿う方向に延びる溝部が形成されるとともに、前記水切部材はその有する挿入部が前記溝部に挿入されて引っ掛けられる構造を有しており、前記溝部の横方向端部は開放されていて、前記水切部材をスライドさせる場合には前記溝部の開放端から該溝部に前記挿入部が挿入又は引き出されるようになっていることが好ましい。   As the support structure of the draining member, a groove portion extending in a direction along the wall surface of the outer wall is formed on the support member side, and the insertion portion of the draining member is inserted into the groove portion and hooked. The lateral end of the groove is open, and when the draining member is slid, the insertion part is inserted into or pulled out from the open end of the groove. Is preferred.

かかる構成によれば、溝部の一方の開放端から水切部材の挿入部が挿入又は引き出されることでその水切部材はスライド自在とされる。この場合、挿入部を溝部に挿入又は引き出すという簡易な構成で水切部材のスライドを実現させることができる。   According to this configuration, the draining member can be slid by inserting or pulling out the insertion portion of the draining member from one open end of the groove. In this case, the draining member can be slid with a simple configuration in which the insertion portion is inserted into or pulled out of the groove portion.

前記防水部材は、前記水切部材の引っ掛け支持部分と前記外壁の下端との間の隙間に設けられて両者の間をシールするシール部材であることが好ましい。   The waterproof member is preferably a seal member that is provided in a gap between a hook support portion of the draining member and a lower end of the outer wall and seals between the two.

かかる構成によれば、シール部材によって水切部材の引っ掛け支持部分と外壁の下端との間の隙間がシールされるため、外壁を流下した水が両者の間から屋内側に浸入することを防ぐことができる。   According to such a configuration, the gap between the hook support portion of the draining member and the lower end of the outer wall is sealed by the sealing member, so that it is possible to prevent water flowing down the outer wall from entering the indoor side from between the two. it can.

この場合、シール部材の設置についてより具体的には、前記支持部材により引っ掛け支持された前記水切部材は、前記外壁の一部となる外壁材の下方に該外壁材の下端面と前記隙間を隔てて対向する水平面部を有し、前記隙間に前記シール部材としての定形シール部材が設けられていることが好ましい。   In this case, more specifically, regarding the installation of the seal member, the draining member that is hooked and supported by the support member is separated from the lower end surface of the outer wall material and the gap below the outer wall material that is a part of the outer wall. It is preferable that a fixed seal member as the seal member is provided in the gap.

かかる構成によれば、水切部材には外壁材の下端面と対向する水平面部によって定形シール部材が面支持されるため、隙間に設けられた定形シール部材を安定して保持できる。   According to such a configuration, since the fixed sealing member is surface-supported by the horizontal surface portion facing the lower end surface of the outer wall material, the fixed sealing member provided in the gap can be stably held on the draining member.

また、前記シール部材は弾性材料により形成された定形シール部材であり、前記隙間に圧縮された状態で介在していることが好ましい。   The seal member is a fixed seal member made of an elastic material, and is preferably interposed in a compressed state in the gap.

かかる構成によれば、隙間に弾性材料からなる定形シール部材が圧入されることになる。これにより、定形シール部材による隙間の防水効果に加え、水切部材が定形シール部材によって押圧されるため、引っ掛け支持された水切部材の固定も併せて実現できる。   According to such a configuration, the fixed seal member made of an elastic material is pressed into the gap. Thereby, in addition to the waterproofing effect of the gap by the fixed seal member, the draining member is pressed by the fixed seal member, so that the drainage member supported by the hook can be fixed together.

なお、前記水切部材はその長手方向に沿って伸縮自在に構成されていてもよい。かかる構成によれば、水切部材を縮めた状態での着脱が可能となり、部材水切のスライドを許容するために必要な空間領域は小さくて済む。これにより、建物の側方に確保できるスライド許容空間が小さくても、水切部材をスライドさせて着脱することができる。   In addition, the said draining member may be comprised so that expansion-contraction is possible along the longitudinal direction. According to such a configuration, it is possible to attach and detach the drainer member in a contracted state, and a space area necessary for allowing the member drainer to slide is small. Thereby, even if the slide allowable space that can be secured on the side of the building is small, the draining member can be slid and attached.

その他の好ましい構成として、前記水切部材は外壁面よりも屋外側へ突き出た状態の前垂部を備えるとともに、複数の分割構成体が連結されてなり、一の又は複数の分割構成体が取り除かれて形成された取り除き部分に屋外設備の背面側が挿入させて、同屋外設備が設置されるようにしてもよい。   As another preferred configuration, the draining member includes a front hanging portion that protrudes to the outdoor side from the outer wall surface, and a plurality of divided structural bodies are connected, and one or a plurality of divided structural bodies are removed. The outdoor equipment may be installed by inserting the back side of the outdoor equipment into the removed portion formed in this way.

かかる構成によれば、設置しようとする屋外設備の横幅に合わせて一の又は複数の分割構成体を取り除けば、その取り除き部分に背面側を挿入させて屋内設備を設置することが可能となる。この場合、屋内設備はその背面を外壁に接触又は近接させて設置されるため、屋外設備の設置に必要なスペースを小さくすることができる。   According to such a configuration, if one or a plurality of divided components are removed in accordance with the width of the outdoor equipment to be installed, the indoor equipment can be installed by inserting the back side into the removed portion. In this case, since the indoor equipment is installed with its rear surface in contact with or close to the outer wall, the space required for installation of the outdoor equipment can be reduced.

建物の水切構造とその周辺部を示す縦断面図。The longitudinal cross-sectional view which shows the draining structure of a building, and its peripheral part. 建物の水切構造とその周辺部を示す斜視図。The perspective view which shows the draining structure of a building, and its peripheral part. 屋外から見た建物の概略図。Schematic view of the building as seen from the outside. 土台水切の別例を示す斜視図。The perspective view which shows another example of a foundation draining. 建物の水切構造の別例を示す縦断面図。The longitudinal cross-sectional view which shows another example of the draining structure of a building. 複数結合された建物ユニットを示す概略平面図。The schematic plan view which shows the building unit couple | bonded two or more. 土台水切の別例を用いた水切構造を示す斜視図。The perspective view which shows the draining structure using another example of a foundation draining.

以下、本発明を具体化した一実施形態を図面に基づいて説明する。本実施形態では、鉄骨ラーメン構造によるユニット式建物に本発明を具体化しており、そのユニット式建物は、周知のとおり複数の建物ユニットを結合させて構築されるものとなっている。これらの建物ユニットは、それぞれ工場にてあらかじめ製造され、その後、建築現場にトラック等により運搬されて当該建築現場において結合される。建物ユニットについて簡単に説明すると、建物ユニットは、各々長方形状に組み付けられる四辺の床大梁及び天井大梁と、床大梁及び天井大梁を四隅で連結する柱とを有しており、これらにより直方体状の骨格(フレーム)が形成されている。   DESCRIPTION OF EXEMPLARY EMBODIMENTS Hereinafter, an embodiment of the invention will be described with reference to the drawings. In this embodiment, the present invention is embodied in a unit type building having a steel frame ramen structure, and the unit type building is constructed by combining a plurality of building units as is well known. Each of these building units is manufactured in advance at a factory, and then transported to a building site by a truck or the like and coupled at the building site. Briefly describing the building unit, the building unit has four sides of a floor beam and a ceiling beam that are assembled in a rectangular shape, and a column that connects the floor beam and the ceiling beam at four corners. A skeleton (frame) is formed.

かかるユニット式建物におけるその水切構造とその周辺部分等を含む構成について、図1を参照しながら説明する。なお、図1は建物の水切構造とその周辺部を示す縦断面図である。   The structure including the draining structure and the peripheral portion thereof in the unit type building will be described with reference to FIG. FIG. 1 is a longitudinal sectional view showing a water draining structure of a building and its peripheral part.

図1に示すように、地盤部分には基礎11が設けられ、同基礎11の上には、建物一階部分を形成する建物ユニットの床大梁12が設置されている。床大梁12は断面コ字状の溝形鋼よりなり、その開口部が屋内側(図の右側)を向くようにして設置されている。なお、床大梁12と基礎11の天端との間には通気用の隙間Sが設けられている。   As shown in FIG. 1, a foundation 11 is provided on the ground portion, and a floor beam 12 of a building unit forming a first floor portion of the building is installed on the foundation 11. The floor girder 12 is made of channel steel having a U-shaped cross section, and is installed with its opening facing the indoor side (right side in the figure). A ventilation gap S is provided between the floor girder 12 and the top end of the foundation 11.

床大梁12のウエブ部12aには、外壁パネル13が取り付けられている。外壁パネル13は、断面コ字状の軽量形綱(軽溝形綱)よりなる下地フレーム14と、その下地フレーム14に固定される矩形平板状の外壁材(窯業系サイディング板等)15とを備え、それら下地フレーム14と外壁材15とがタッピングネジ等により接合固定されている。下地フレーム14の下枠部14aは相対向する内側フランジ部F1及び外側フランジ部F2を有しており、内側フランジ部F1を床大梁12のウエブ部12aに当接させた状態で両者がボルト及びナット等の締結具により接合固定されている。なお、図面上には現れていないが、下地フレーム14の上枠部は天井大梁のウエブ部に対してこれと同様に固定されている。したがって、このように下地フレーム14が床大梁12及び天井大梁に固定されることにより、外壁パネル13が建物ユニットに固定されている。   An outer wall panel 13 is attached to the web portion 12 a of the floor girder 12. The outer wall panel 13 includes a base frame 14 made of a light-weight rope (light groove rope) having a U-shaped cross section, and a rectangular flat outer wall material (ceramic siding board, etc.) 15 fixed to the base frame 14. The base frame 14 and the outer wall material 15 are joined and fixed by a tapping screw or the like. The lower frame portion 14a of the base frame 14 has an inner flange portion F1 and an outer flange portion F2 that face each other. When the inner flange portion F1 is in contact with the web portion 12a of the floor girder 12, both are bolts and Joined and fixed by a fastener such as a nut. Although not shown in the drawing, the upper frame portion of the base frame 14 is fixed to the web portion of the ceiling beam in the same manner. Therefore, the outer wall panel 13 is fixed to the building unit by fixing the base frame 14 to the floor beam 12 and the ceiling beam in this way.

ちなみに、ユニット式建物では、複数の外壁パネル13が横並びの状態で組み付けられている。隣接する外壁パネル13がその下地フレーム14同士で接合され、ボルト及びナット等の締結具により互いに連結固定されるようになっている。この場合、下地フレーム14の上枠部及び下枠部14aがそれぞれ横一列に並ぶように配置されている。   Incidentally, in the unit type building, a plurality of outer wall panels 13 are assembled side by side. Adjacent outer wall panels 13 are joined by their base frames 14 and are connected and fixed to each other by fasteners such as bolts and nuts. In this case, the upper frame portion and the lower frame portion 14a of the base frame 14 are arranged so as to be aligned in a horizontal row.

外壁パネル13の下地フレーム14には、下枠部14aの長手方向(つまり、外壁の壁面に沿った方向)に沿って長尺状をなす土台水切16(水切部材に相当)が取り付けられている。この土台水切16は外壁材15の下方に配置され、建物の各側面においてその横方向全域にわたって設けられている。土台水切16は、基礎11よりも屋外側かつ外壁面よりも屋内側で鉛直方向に延びる前垂部21を有している。前垂部21は、その下端部によって基礎11の上端部が隠れるように、基礎11の天端よりも下まで延びている。そして、この土台水切16が設置されることにより、外壁を伝って流下した雨水等が基礎11よりも屋外側に排出されるようになっている。   A base drainer 16 (corresponding to a drainer member) that is elongated along the longitudinal direction of the lower frame portion 14a (that is, the direction along the wall surface of the outer wall) is attached to the base frame 14 of the outer wall panel 13. . The foundation drainer 16 is disposed below the outer wall member 15 and is provided over the entire lateral direction on each side surface of the building. The foundation drainer 16 has a front hanging portion 21 that extends in the vertical direction on the outdoor side of the foundation 11 and on the indoor side of the outer wall surface. The front hanging part 21 extends below the top end of the foundation 11 so that the upper end of the foundation 11 is hidden by the lower end part. Then, by installing this foundation drainer 16, rainwater or the like flowing down the outer wall is discharged to the outdoor side from the foundation 11.

土台水切16についてより詳しく説明すると、これは鋼製の薄板より形成されたものであり、その上端部は断面コ字状をなすように折り曲げられている。この折り曲げにより、前垂部21の上端部にはその屋内側へ延びる水平面部22が形成され、さらにその水平面部22の端部には下向きの鉤状部23(挿入部に相当)が形成されている。   The base drainer 16 will be described in more detail. This is formed from a thin steel plate, and its upper end is bent so as to form a U-shaped cross section. By this bending, a horizontal surface portion 22 extending to the indoor side is formed at the upper end portion of the front hanging portion 21, and a downward hook-like portion 23 (corresponding to the insertion portion) is formed at the end portion of the horizontal surface portion 22. ing.

一方、下地フレーム14の外側フランジ部F2には、下枠部14aの長手方向に沿って長尺状をなす支持部材31が取り付けられている。支持部材31は外側フランジ部F2への取付部32と、土台水切16の水平面部22を支持する支持部33とが略L字状をなすように形成されている。そして、外側フランジ部F2の屋外側で支持部33が外壁材15の下端面と対向した状態に配置されるように、取付部32がネジ34によって外側フランジ部F2に固定されている。取付部32の上部には段差部35(引っ掛け部に相当)が設けられているため、外側フランジ部F2に取り付けられた状態では、当該外側フランジ部F2と支持部33との間に前記長手方向に沿って延びる溝部36が形成されている。なお、図面上には現れていないが、この溝部36は支持部材31の両端部で外に向かって開放されている。また、支持部33は前記水平面部22の下面と略同じ奥行き幅(図の左右方向の幅)を有している。   On the other hand, a support member 31 having an elongated shape is attached to the outer flange portion F2 of the base frame 14 along the longitudinal direction of the lower frame portion 14a. The support member 31 is formed so that the attachment portion 32 to the outer flange portion F2 and the support portion 33 that supports the horizontal surface portion 22 of the base drainer 16 are substantially L-shaped. And the attachment part 32 is being fixed to the outer side flange part F2 with the screw | thread 34 so that the support part 33 may be arrange | positioned in the state facing the lower end surface of the outer wall material 15 in the outdoor side of the outer side flange part F2. Since the step portion 35 (corresponding to the hook portion) is provided on the upper portion of the attachment portion 32, the longitudinal direction is provided between the outer flange portion F2 and the support portion 33 when attached to the outer flange portion F2. A groove 36 extending along the line is formed. Although not shown in the drawing, the groove 36 is opened outward at both ends of the support member 31. The support portion 33 has substantially the same depth width (width in the left-right direction in the figure) as the lower surface of the horizontal surface portion 22.

そして、支持部材31による土台水切16の支持構造として、土台水切16の前記鉤状部23が支持部材31側の前記溝部36に挿入されており、かつ水平面部22の略全域が支持部33によって下支えされている。これにより、土台水切16が支持部材31に対して引っ掛け支持されている。支持部材31によって引っ掛け支持された土台水切16においては、水平面部22が外壁材15の下端面と隙間41を隔てて対向した状態となっている。この隙間41には建物横方向の全域にわたり、定形シール部材42(防水部材に相当)が設けられている。この定形シール部材42はゴム等の弾性材料により長尺状をなすように形成されたものであり、隙間41の上下幅よりも厚く形成されている。このため、定形シール部材42は圧縮された状態で隙間41に設けられている。このように圧縮された状態で隙間41に介在することで、水平面部22は支持部33側に押圧されて土台水切16が固定されるとともに、隙間41が密封されている。   Then, as a support structure of the base drainer 16 by the support member 31, the hook-like portion 23 of the base drainer 16 is inserted into the groove portion 36 on the support member 31 side, and a substantially entire area of the horizontal plane portion 22 is supported by the support portion 33. Supported. Thereby, the foundation drainer 16 is hooked and supported by the support member 31. In the foundation drainer 16 that is hooked and supported by the support member 31, the horizontal surface portion 22 faces the lower end surface of the outer wall material 15 with a gap 41 therebetween. A fixed seal member 42 (corresponding to a waterproof member) is provided in the gap 41 over the entire area in the building lateral direction. The fixed seal member 42 is formed in a long shape with an elastic material such as rubber, and is formed thicker than the vertical width of the gap 41. For this reason, the fixed seal member 42 is provided in the gap 41 in a compressed state. By being interposed in the gap 41 in such a compressed state, the horizontal surface portion 22 is pressed to the support portion 33 side to fix the foundation drainer 16 and the gap 41 is sealed.

次に、上記構造において、既存の土台水切16が腐食や劣化したこと等を原因としてその土台水切16を取り替えようとする場合の取替方法、つまり土台水切16を支持部材31に対して着脱する方法について説明する。   Next, in the above structure, a replacement method for replacing the base drainer 16 due to corrosion or deterioration of the existing base drainer 16, that is, the base drainer 16 is attached to or detached from the support member 31. A method will be described.

その前提として、土台水切16周辺の屋外の様子を説明する。図3には屋外から見た建物の概略図が示されているが、同図に示されているように、ユニット式建物Tの屋外にはエアコンの室外機、給湯機、LPGボンベなどの各種の屋外設備51,52が設置されている。これら屋外設備51,52は通常、外壁に近接した状態で地面Gに設置され、少なくとも土台水切16の設置部分よりも高い高さを有している。このため、屋外設備51,52が設置された箇所では土台水切16が外から隠されていて、屋外設備51,52の背後にある外壁との隙間は狭くなっている。   As the premise, the outdoor situation around the base drainer 16 will be described. FIG. 3 shows a schematic view of the building as viewed from the outside. As shown in FIG. 3, there are various types of outdoor units such as an air conditioner, a water heater, and an LPG cylinder outside the unit building T. Outdoor facilities 51 and 52 are installed. These outdoor facilities 51 and 52 are normally installed on the ground G in a state of being close to the outer wall, and have a height higher than at least the installation portion of the base drainer 16. For this reason, in the location where the outdoor equipment 51, 52 is installed, the foundation drainer 16 is hidden from the outside, and the gap with the outer wall behind the outdoor equipment 51, 52 is narrow.

従来、下地フレーム14に対する土台水切の取付構成として、土台水切の取付部が下枠部14aの外側フランジ部F2に所定間隔(例えば、300mm程度)ごとにネジで固定されるという構成を有していた。このような取付構成の場合、屋外設備51,52が設置された箇所では当該設備51,52と外壁との間の隙間が狭くなっているため、設備51,52の背後に配置されたネジの取り外しが行いづらい。そのため、土台水切16を取り替えることが困難であるという問題を抱えていた。   2. Description of the Related Art Conventionally, as a mounting structure for mounting a foundation drain on the base frame 14, the mounting section for mounting a foundation drain is fixed to the outer flange portion F2 of the lower frame portion 14a with a screw at predetermined intervals (for example, about 300 mm). It was. In the case of such an installation configuration, since the gap between the equipment 51, 52 and the outer wall is narrow at the place where the outdoor equipment 51, 52 is installed, the screw disposed behind the equipment 51, 52 It is difficult to remove. For this reason, it has been difficult to replace the base drainer 16.

これに対し、前述した支持構造を有する本実施形態の土台水切16は、その長手方向(建物Tの横方向)にスライドさせることで支持部材31への着脱を行えるため、前述したような問題は解消される。以下、図2を参照しながらその具体的な取替方法を説明する。図2は、建物の水切構造とその周辺部を示す斜視図である。なお、以下の説明では、土台水切16の長手方向における両側方には、当該土台水切16をスライドさせるだけの空間領域が確保されているものとする。   On the other hand, the foundation drainer 16 of the present embodiment having the above-described support structure can be attached to and detached from the support member 31 by sliding in the longitudinal direction (lateral direction of the building T). It will be resolved. Hereinafter, the specific replacement method will be described with reference to FIG. FIG. 2 is a perspective view showing a water draining structure of a building and its peripheral part. In the following description, it is assumed that space areas for sliding the foundation drainer 16 are secured on both sides in the longitudinal direction of the foundation drainer 16.

建物の外壁の下方に設置されている土台水切16を取り替える場合、まず、図2に示されているように、隙間41に介在する定形シール部材42を取り外す。この場合、定形シール部材42は隙間41に圧入されているだけであるから、その端部を引っ張りながら隙間41から引き出すことで容易に取り外せる。   When the base drainer 16 installed below the outer wall of the building is replaced, first, the fixed seal member 42 interposed in the gap 41 is removed as shown in FIG. In this case, since the fixed seal member 42 is only press-fitted into the gap 41, it can be easily removed by pulling the end portion out of the gap 41 while pulling.

この定形シール部材42をすべて取り外した状態では、土台水切16はその水平面部22と鉤状部23とで支持部材31に引っ掛け支持されているだけである。そして、鉤状部23が挿入されている支持部材31側の溝部36は、その両端部が外に開放されている。このため、図2及び図3に矢印で示されているように、土台水切16を長手方向にスライドさせ、支持部材31の両端部のうち一方の側から引き抜くことで土台水切16を支持部材31から取り外せる。この引き抜きを行う場合において、いまだ引き抜かれていない部分では鉤状部23が溝部36に挿入され、かつ水平面部22が支持部33に下支えされた状態が維持されている。このため、水平面部22はスライド平面部として、支持部33は支持平面部として機能する。   In a state where all the fixed seal members 42 are removed, the base drainer 16 is only hooked and supported on the support member 31 by the horizontal surface portion 22 and the flange portion 23. And the groove part 36 by the side of the support member 31 in which the collar-shaped part 23 is inserted has the both ends open | released outside. For this reason, as shown by the arrows in FIGS. 2 and 3, the foundation drainer 16 is slid in the longitudinal direction and pulled out from one side of both ends of the support member 31, thereby removing the foundation drainer 16 from the support member 31. Can be removed. When performing this extraction, the state in which the flange 23 is inserted into the groove portion 36 and the horizontal surface portion 22 is supported by the support portion 33 is maintained in a portion that has not yet been extracted. For this reason, the horizontal plane part 22 functions as a slide plane part, and the support part 33 functions as a support plane part.

次いで、新たな土台水切16を取り付ける場合、前述した土台水切16の取り外しと逆のことを実施する。まず、支持部材31の両端部のうち一方の側から、溝部36に鉤状部23を挿入させながら土台水切16をその長手方向にスライドさせて差し込んでいく。この差し込みを行う場合において、鉤状部23が溝部36に挿入された部分では水平面部22が支持部33に下支えされながらスライドするため、水平面部22がスライド平面部として、支持部33は支持平面部として機能する。新たな土台水切16が支持部材31に取り付けられた後、隙間41に定形シール部材42を圧入する。これにより、土台水切16はその水平面部22が支持部33側に押圧されて固定されるとともに、隙間41が密封される。   Next, when a new foundation drainer 16 is attached, the reverse of the above-described removal of the foundation drainer 16 is performed. First, the base drainer 16 is slid and inserted in the longitudinal direction from one side of the both ends of the support member 31 while inserting the hook-like portion 23 into the groove portion 36. When this insertion is performed, the horizontal surface portion 22 slides while being supported by the support portion 33 at the portion where the flange-shaped portion 23 is inserted into the groove portion 36, so that the horizontal surface portion 22 serves as a slide flat portion, and the support portion 33 supports the support plane. It functions as a part. After the new foundation drainer 16 is attached to the support member 31, the fixed seal member 42 is press-fitted into the gap 41. As a result, the horizontal drainage 16 is fixed by pressing the horizontal surface portion 22 toward the support portion 33, and the gap 41 is sealed.

このように土台水切16をその長手方向にスライドさせながら引き抜いたり差し込んだりすれば、屋外設備51,52の背後の隙間が狭くなっている場合でも、土台水切16を容易に取り替えることができる。   Thus, if the base drainer 16 is pulled out or inserted while sliding in the longitudinal direction, the base drainer 16 can be easily replaced even when the gap behind the outdoor equipment 51 and 52 is narrow.

ちなみに、屋外設備51,52が存在しない場合(例えば、新築時や設備の非設置側面)や、設備51,52の背後に十分な隙間が確保されている場合であれば、手前側への引き抜きや手前側からの取り付けによって土台水切16の着脱を行うことが可能である。この場合、隙間41を利用して土台水切16を上方へ持ち上げながら屋外側へ引く抜くことで、土台水切16を支持部材31から取り外せる。また、隙間41を利用して鉤状部23を手前から奥に差し込みながら溝部36に挿入させることで、土台水切16が取り付けられる。   By the way, if the outdoor equipment 51, 52 does not exist (for example, at the time of new construction or the non-installation side of the equipment) or if there is a sufficient clearance behind the equipment 51, 52, pulling out to the front side The base drainer 16 can be attached and detached by attaching from the front side. In this case, the base drainer 16 can be detached from the support member 31 by pulling it out to the outdoor side while lifting the base drainer 16 upward using the gap 41. Further, the base drainer 16 is attached by inserting the hook-like portion 23 into the groove portion 36 while inserting the hook-like portion 23 from the front side to the back side using the gap 41.

以上より、本実施形態の水切構造では、以下に示す有利な効果が得られる。   As described above, the drainage structure of the present embodiment provides the following advantageous effects.

(1)土台水切16はスライドさせることで着脱自在となっているため、土台水切16に破損や劣化等が生じれば、それを新たなものに交換できる。この場合、土台水切16は引っ掛け支持されているだけであるが、定形シール部材42によって土台水切16の引っ掛け支持部分と外壁材15の下端面との間の隙間41がシールされるため、外壁を流下した水が両者の間から屋内側に浸入することを防げる。これにより、土台水切16や支持部材31の劣化や腐食を抑制できる。しかも、水が基礎11よりも屋内側へ入り込むことも併せて防げるため、木製床材や床下の鉄骨等の金属を腐食させる原因となる床下空間の湿度の高まりも抑制できる。   (1) Since the base drainer 16 is detachable by sliding, if the base drainer 16 is damaged or deteriorated, it can be replaced with a new one. In this case, the foundation drainer 16 is only hooked and supported, but since the gap 41 between the hook support part of the foundation drainer 16 and the lower end surface of the outer wall member 15 is sealed by the fixed seal member 42, It can prevent the water that flows down from entering between the two. Thereby, deterioration and corrosion of the foundation drainer 16 and the support member 31 can be suppressed. Moreover, since it is possible to prevent water from entering the indoor side from the foundation 11, it is possible to suppress an increase in humidity in the underfloor space that causes corrosion of metals such as wooden floor materials and steel frames under the floor.

(2)所定間隔ごとにネジ止めされていた従来と異なり、土台水切16は建物横方向へスライドさせて着脱される。このため、外壁に近接して屋外設備51,52が設置されて同設備51,52と外壁との隙間が狭くなっている場合でも、土台水切16をスライドさせればその着脱を容易に行える。しかも、そのスライドは、溝部36の一方の開放端から鉤状部23を挿入又は引き出すという簡易な構成で実現できる。   (2) Unlike the conventional case where the screws are fixed at predetermined intervals, the foundation drainer 16 is detachable by sliding it in the lateral direction of the building. For this reason, even when the outdoor equipment 51, 52 is installed in the vicinity of the outer wall and the gap between the equipment 51, 52 and the outer wall is narrow, the base drainer 16 can be easily attached and detached by sliding it. Moreover, the slide can be realized with a simple configuration in which the hook-like portion 23 is inserted or pulled out from one open end of the groove portion 36.

(3)土台水切16は外壁材15の下端面と対向する水平面部22を有しており、この水平面部22によって定形シール部材42が支持されるため、同定形シール部材42を安定して保持できる。   (3) The foundation drainer 16 has a horizontal plane portion 22 that faces the lower end surface of the outer wall member 15, and the fixed seal member 42 is supported by the horizontal plane portion 22, so that the identification type seal member 42 is stably held. it can.

(4)定形シール部材42は弾性材料により形成され、これが隙間41に圧入されているため、隙間41の防水効果に加え、水平面部22が支持部33側に押圧されることになり、引っ掛け支持された土台水切16の固定も併せて実現できる。   (4) Since the fixed seal member 42 is formed of an elastic material and is press-fitted into the gap 41, in addition to the waterproof effect of the gap 41, the horizontal surface portion 22 is pressed toward the support portion 33, and is supported by hooking. Fixing the base drainer 16 can also be realized.

なお、以上説明した実施の形態に限らず、例えば以下に別例として示した形態で実施することもできる。   Note that the present invention is not limited to the embodiment described above, and may be implemented in the form shown as another example below.

(ア)建物側面の横幅によっては、その側面全域にわたって設置された土台水切16のスライドを許容するだけの空間領域を確保することが困難な場合もある。また、ユニット式建物の場合、土台水切16があらかじめ工場にて各建物ユニットに取り付けられる。そこで、このような場合には、土台水切16が複数に分割された構成が採用される。この場合、各分割体をその端部同士を突き合わせるように連結することで土台水切16が設置される。この場合、各分割体同士のつなぎ目が生じることになるが、そのつなぎ目はシール材等でシールすれば屋内側に水が浸入することを防げる。   (A) Depending on the width of the side surface of the building, it may be difficult to ensure a space area that allows the sliding of the foundation drainer 16 installed over the entire side surface. Moreover, in the case of a unit type building, the base drainer 16 is previously attached to each building unit at the factory. Therefore, in such a case, a configuration in which the base drainer 16 is divided into a plurality of parts is employed. In this case, the foundation drainer 16 is installed by connecting each divided body so that the end portions thereof are abutted with each other. In this case, joints between the respective divided bodies are generated. If the joints are sealed with a sealing material or the like, water can be prevented from entering the indoor side.

また、土台水切16を分割するのではなく、図4に示されているように、入れ子式の構造を採用して伸縮自在とする構成を採用してもよい。この場合、土台水切61を縮めた状態で支持部材31にスライドさせながら取り付けた後、各構成体62を順次引き出して伸ばしていく。土台水切16の長さを縮めることが可能なため、この構成でも必要なスライド許容空間を小さくすることができる。   Further, instead of dividing the base drainer 16, as shown in FIG. 4, it is possible to adopt a configuration in which a telescopic structure is adopted so as to be stretchable. In this case, after the base drainer 61 is slid and attached to the support member 31 in a contracted state, the constituent members 62 are sequentially pulled out and extended. Since the length of the base drainer 16 can be shortened, the required slide allowable space can be reduced even in this configuration.

(イ)上記実施の形態では、外壁を伝って流下した水の浸入を防ぐ防水部材として定形シール部材42が採用されているが、これを省略し、土台水切の支持部分に浸入した水の基礎側への排出を防止する防水部材が設けられた構成を採用してもよい。このような防水部材が設置される構成について、上記実施の形態と異なる点を中心に図5及び図6を参照しながら簡単に説明する。なお、図5は建物の水切構造の別例を示す縦断面図であり、図6は結合された建物ユニットを示す概略平面図である。   (A) In the above embodiment, the fixed seal member 42 is employed as a waterproof member for preventing the ingress of water flowing down the outer wall, but this is omitted, and the foundation of the water infiltrated into the support part of the foundation drainer You may employ | adopt the structure provided with the waterproof member which prevents discharge | emission to the side. A configuration in which such a waterproof member is installed will be briefly described with reference to FIGS. 5 and 6 with a focus on differences from the above embodiment. 5 is a longitudinal sectional view showing another example of the water draining structure of the building, and FIG. 6 is a schematic plan view showing the combined building unit.

図5に示されているように、この別例は上記実施の形態と同様の構造を有しているが、それと異なる土台水切71(水切部材に相当)と支持部材81とを備え、さらに鋼製の薄板により形成された水受けシート77(防水部材に相当)を備えている。土台水切71は前垂部72の上端部が折り曲げられることにより、鉛直をなす取付面部73と、下向きの凸状をなす挿入凸部74(挿入部に相当)とが形成されている。一方、支持部材81は取付部82と段差部83(引っ掛け部に相当)とを有し、外側フランジ部F2に取り付けられている。この場合、取付部82が水受けシート77の上端部を介在させた状態でネジ84により外側フランジ部F2に固定され、これにより段差部83とフランジ部F2との間には溝部85が形成されている。この溝部85は、支持部材81の両端部で外に向かって開放されている。水受けシート77は前述したように支持部材81の取り付けに併せて外側フランジ部F2に取り付けられ、その取付状態では下端部によって基礎11の上端部が隠れるように同基礎11よりも屋外側で天端よりも下まで延びている。   As shown in FIG. 5, the other example has the same structure as that of the above embodiment, but includes a different foundation drainer 71 (corresponding to a drainer member) and a support member 81, and further steel. A water receiving sheet 77 (corresponding to a waterproof member) formed of a thin plate made of metal is provided. The base drainer 71 is formed with a vertical attachment surface 73 and an insertion convex portion 74 (corresponding to an insertion portion) having a downward convex shape by bending the upper end portion of the front hanging portion 72. On the other hand, the support member 81 has an attachment portion 82 and a step portion 83 (corresponding to a hook portion), and is attached to the outer flange portion F2. In this case, the mounting portion 82 is fixed to the outer flange portion F2 by the screw 84 with the upper end portion of the water receiving sheet 77 interposed therebetween, whereby a groove portion 85 is formed between the step portion 83 and the flange portion F2. ing. The groove 85 is opened outward at both ends of the support member 81. As described above, the water receiving sheet 77 is attached to the outer flange portion F2 in conjunction with the attachment of the support member 81, and in the attached state, the upper end portion of the base 11 is hidden by the lower end portion on the outdoor side. It extends below the end.

そして、土台水切71の前記挿入凸部74が支持部材81側の前記溝部85に挿入されて、土台水切71は支持部材81に対して引っ掛け支持されている。さらに土台水切71の取付面部73では、ネジ75により土台水切71が支持部材81及び下枠部14aの外側フランジ部F2に固定されている。   The insertion convex portion 74 of the base drainer 71 is inserted into the groove 85 on the support member 81 side, and the base drainer 71 is hooked and supported by the support member 81. Further, in the mounting surface portion 73 of the base drainer 71, the base drainer 71 is fixed to the support member 81 and the outer flange portion F2 of the lower frame portion 14a by screws 75.

ここで、土台水切71を固定するネジ75が従来のように300mm程度の所定間隔ごとに設けられた場合、土台水切71の取替えに関して、屋外設備51,52の設置箇所での取り外しが困難になるという前述の問題をはらむ。このため、図6に示されているように、各建物ユニットYの両端部のみを、土台水切71がネジ75によって固定される固定箇所Kとする。この固定箇所Kは建物側面のごく一部分にすぎないため、屋外設備51,52の非設置領域として設定することができる。   Here, when the screws 75 for fixing the base drainer 71 are provided at predetermined intervals of about 300 mm as in the prior art, it is difficult to remove the outdoor facilities 51 and 52 at the installation location with respect to the replacement of the base drainer 71. The above-mentioned problem is involved. For this reason, as shown in FIG. 6, only the both ends of each building unit Y are fixed places K where the foundation drainer 71 is fixed by screws 75. Since this fixed location K is only a small part of the side of the building, it can be set as a non-installation area for the outdoor facilities 51 and 52.

図5に戻り、この構成では、外壁を伝って流下した水が外壁材15の下端面を伝い土台水切71と外側フランジ部F2との間に入り込んだ場合でも、その水が溝部85に溜められることなく水受けシート77の屋外側を伝って基礎11の屋外側に排出される。このため、水の浸入によって土台水切71や支持部材81が劣化したり腐食したりすることを抑制できる。   Returning to FIG. 5, in this configuration, even when the water flowing down along the outer wall passes along the lower end surface of the outer wall material 15 and enters between the foundation drainer 71 and the outer flange portion F <b> 2, the water is stored in the groove portion 85. Without being discharged, the water receiving sheet 77 is discharged to the outdoor side of the foundation 11 along the outdoor side. For this reason, it can suppress that the foundation drainer 71 and the support member 81 deteriorate or corrode by water permeation.

そして、土台水切71を取り替える場合には、ネジ75を取り外した後、土台水切71を長手方向にスライドさせ、支持部材81の両端部のうち一方の側から引き抜くことで土台水切71を支持部材81から取り外せる。逆に、新たな土台水切71を取り付ける場合、支持部材81の両端部のうち一方の側から、溝部85に挿入凸部74を挿入させながら土台水切71をその長手方向にスライドさせて差し込んでいく。その後、ネジ75を用いて差し込まれた土台水切71を固定する。   When replacing the base drainer 71, after removing the screw 75, the base drainer 71 is slid in the longitudinal direction and pulled out from one side of both ends of the support member 81, thereby removing the base drainer 71 from the support member 81. Can be removed. Conversely, when a new foundation drainer 71 is attached, the foundation drainer 71 is slid in the longitudinal direction of the support member 81 while inserting the insertion protrusion 74 into the groove 85 from one side of the support member 81 and inserted. . Then, the base drainer 71 inserted using the screw 75 is fixed.

したがって、この別例の水切構造においても、土台水切71をその長手方向にスライドさせながら引き抜いたり差し込んだりすれば、屋外設備51,52の背後の隙間が狭くなっている場合でも、土台水切71を容易に取り替えることができる。   Therefore, even in this other example of the drainer structure, if the base drainer 71 is pulled out or inserted while sliding in the longitudinal direction, the base drainer 71 is removed even when the gap behind the outdoor equipment 51, 52 is narrow. Can be easily replaced.

(ウ)上記実施の形態では、土台水切16はその前垂部21が外壁面よりも屋内側に配置される構成となっているが、図7の斜視図に示された土台水切91のように、外壁面よりも屋外側へ突き出た位置に配置された前垂部92を有する構成を採用してもよい。この場合、屋外設備51を外壁に近接して設置しようとすると、土台水切91の前垂部92と干渉してしまう。そのため、土台水切91が複数に分割された構成を採用するとよい。これにより、一の又は複数の分割構成体93を取り除くことで形成された取り除き部分を利用し、その部分に背面側を挿入させて屋内設備51を設置することが可能となる。この場合、屋内設備51はその背面を外壁に接触又は近接させて設置されるため、屋外設備の設置に必要なスペースを小さくすることができる。そして、このように屋外設備51を設置した状態で、同設備51の側面と土台水切91の設備側端部との間にシール材94が設けられるようにすれば、防水性を確保することができる。   (C) In the above embodiment, the base drainer 16 has a structure in which the front hanging portion 21 is disposed on the indoor side with respect to the outer wall surface, but like the base drainer 91 shown in the perspective view of FIG. In addition, a configuration having the front hanging portion 92 disposed at a position protruding to the outdoor side from the outer wall surface may be employed. In this case, if the outdoor equipment 51 is installed close to the outer wall, it interferes with the front hanging portion 92 of the base drainer 91. Therefore, it is preferable to adopt a configuration in which the base drainer 91 is divided into a plurality of parts. Accordingly, it is possible to use the removed portion formed by removing one or the plurality of divided structural bodies 93 and insert the back side into the portion to install the indoor equipment 51. In this case, since the indoor equipment 51 is installed with its rear surface in contact with or close to the outer wall, the space required for the installation of the outdoor equipment can be reduced. And in the state which installed the outdoor equipment 51 in this way, if the sealing material 94 is provided between the side surface of the equipment 51 and the equipment side edge part of the foundation drainer 91, waterproofing can be ensured. it can.

(エ)上記実施の形態では、土台水切16の引っ掛け支持構造として、支持部材31の段差部35と外側フランジ部F2との間に形成された溝部36に鉤状部23が挿入される構成を採用している。この場合、段差部35が支持部材31の引っ掛け部に相当することになるが、例えば、支持部材31自身に引っ掛け部としての溝部が形成された構成を採用してもよい。また、鉤状部23に代えて上記別例(イ)のような挿入凸部を採用し、それが溝部36に挿入されるようにしてもよい。   (D) In the above-described embodiment, the hook-and-drain portion 16 is inserted into the groove portion 36 formed between the step portion 35 and the outer flange portion F2 of the support member 31 as the hook support structure of the base drainer 16. Adopted. In this case, the stepped portion 35 corresponds to the hooking portion of the support member 31, but for example, a configuration in which a groove portion as a hooking portion is formed in the support member 31 itself may be adopted. Moreover, it replaces with the bowl-shaped part 23, the insertion convex part like the said another example (I) is employ | adopted, and it may be made to insert in the groove part 36. FIG.

(オ)上記実施の形態では、土台水切16は前垂部21の上端に水平面部22が折り曲げ形成されているが、前垂部21と水平面部22との間に傾斜面部が形成されるようにしてもよい。これにより、水が排出されやすくなる。   (E) In the above embodiment, the base drainer 16 has the horizontal plane portion 22 bent at the upper end of the front hanging portion 21, but an inclined surface portion is formed between the front hanging portion 21 and the horizontal plane portion 22. It may be. Thereby, water becomes easy to be discharged.

(カ)上記実施の形態では、スライド平面部として機能する水平面部22が土台水切16に折り曲げ形成されているが、このような水平面部22の形成を省略してもよい。この場合、支持部材31の支持部33も省略されることになる。   (F) In the above embodiment, the horizontal surface portion 22 that functions as a slide flat surface portion is formed by bending the foundation drainer 16, but such formation of the horizontal surface portion 22 may be omitted. In this case, the support part 33 of the support member 31 is also omitted.

(キ)上記実施の形態では、ユニット式建物に具体化した例を説明したが、例えば鉄骨軸組工法や木造在来工法にて建てられた建物に適用してもよい。   (G) In the above embodiment, an example of a unit type building has been described. However, for example, the present invention may be applied to a building built by a steel frame construction method or a conventional wooden construction method.

11…基礎、15…外壁材、16…土台水切(水切部材)、22…水平面部、23…鉤状部(挿入部)、31…支持部材、35…段差部(引っ掛け部)、41…隙間、42…定形シール部材(防水部材)、71…土台水切(水切部材)、74…挿入凸部(挿入部)、77…水受けシート(防水部材)、81…支持部材、83…段差部(引っ掛け部)。   DESCRIPTION OF SYMBOLS 11 ... Foundation, 15 ... Outer wall material, 16 ... Base drainage (drainage member), 22 ... Horizontal plane part, 23 ... A bowl-shaped part (insertion part), 31 ... Support member, 35 ... Step part (hook part), 41 ... Gap , 42 ... fixed seal member (waterproof member), 71 ... foundation drainer (drainage member), 74 ... insertion convex part (insertion part), 77 ... water receiving sheet (waterproof member), 81 ... support member, 83 ... step part ( Hook).

Claims (10)

外壁の下方に配置されて同外壁の表面を伝って流下した水を基礎よりも外側へ排出する水切部材が設けられた建物の水切構造であって、
前記水切部材を引っ掛け支持する引っ掛け部を有する支持部材が前記建物の水切取付箇所に固定され、その支持部材を外側から覆う状態で、前記引っ掛け部に引っ掛けて前記水切部材が取り付けられ、
前記引っ掛け部における引っ掛けの解除が可能であり、その引っ掛けの解除により前記水切取付箇所から前記水切部材の取り外しが可能になっており、
前記水切部材は、前記外壁材を伝う水を基礎の外側へ排出する水排出部としての前垂部と、前記引っ掛け部に対して引っ掛けられる被引っ掛け部と、前記前垂部と前記被引っ掛け部との間において前記外壁材の厚み方向に延びる中間板部とを有し、
前記支持部材は、前記中間板部に沿って延びる板状をなしかつその中間板部に重なった状態とされ当該中間板部を下方から支持する支持部を有しており、
前記引っ掛け部による前記水切部材の支持部分に対する水の浸入を防止する防水部材が取り付けられていることを特徴とする建物の水切構造。
A draining structure for buildings is disposed below the outer walls than based falling water along the surface of the outer wall material draining member to discharge to the outside is provided,
A support member having a hook portion for hooking and supporting the draining member is fixed to the drainage mounting location of the building, and in a state of covering the support member from the outside, the hooking member is attached by hooking on the hook portion,
It is possible to release the hook in the hook part, and it is possible to remove the draining member from the draining attachment location by releasing the hook,
The draining member includes a front hanging portion as a water discharging portion that discharges water transmitted through the outer wall material to the outside of the foundation, a hooked portion that is hooked to the hooking portion, the front hanging portion, and the hooked portion. And an intermediate plate portion extending in the thickness direction of the outer wall material,
The support member has a plate-like shape extending along the intermediate plate portion and has a support portion that is overlapped with the intermediate plate portion and supports the intermediate plate portion from below.
Dewatering the building structure, characterized in that the waterproof member is attached to prevent the incoming immersion of water relative to the support portion of the water-shielding member by the hook portion.
前記防水部材は、前記外壁材の下端面と前記中間板部の上板面との間の隙間に設けられ、それら両者の間をシールするシール部材であり、
前記シール部材が前記中間板部を押圧することにより、前記中間板部の下板面が前記支持部の上板面に重なり合った状態が保持されていることを特徴とする請求項1に記載の建物の水切構造。
The waterproof member is a seal member that is provided in a gap between a lower end surface of the outer wall material and an upper plate surface of the intermediate plate portion, and seals between them.
The state in which the lower plate surface of the intermediate plate portion is overlapped with the upper plate surface of the support portion is held by the seal member pressing the intermediate plate portion . Drainage structure of the building.
前記シール部材は弾性材料により形成された定形シール部材であり、前記隙間に圧縮された状態で介在していることを特徴とする請求項に記載の建物の水切構造。 3. The building draining structure according to claim 2 , wherein the seal member is a fixed seal member made of an elastic material, and is interposed in a compressed state in the gap. 前記支持部は、前記水切部材の前記前垂部から前記被引っ掛け部まで延びる長さ寸法を有していることを特徴とする請求項1乃至3のいずれか1項に記載の建物の水切構造。 4. The water drainage structure for a building according to claim 1 , wherein the support portion has a length dimension extending from the front hanging portion of the water draining member to the hooked portion. 5. . 前記外壁材の裏面側には下地フレームが取り付けられ、その下地フレームは前記外壁材の下端部よりも下方に延びており、
前記支持部材は、前記下地フレームにおいて前記外壁材よりも下方に延びた部分に固定され、前記支持部は、前記下地フレームから屋外側に向けて延びるように設けられており、
前記被引っ掛け部は、前記支持部材と前記下地フレームとに挟まれた状態で支持されていることを特徴とする請求項1乃至4のいずれか1項に記載の建物の水切構造。
A base frame is attached to the back side of the outer wall material, and the base frame extends below the lower end of the outer wall material,
The support member is fixed to a portion of the base frame that extends downward from the outer wall material, and the support portion is provided to extend from the base frame toward the outdoor side,
The water drainage structure for a building according to any one of claims 1 to 4 , wherein the hooked portion is supported in a state of being sandwiched between the support member and the base frame .
前記支持部材により前記水切部材は前記外壁の壁面に沿う方向へスライド自在に支持され、該スライドによって前記水切部材が前記支持部材に対して着脱されることを特徴とする請求項1乃至5のいずれか1項に記載の建物の水切構造。 Said draining member by the supporting member is slidably supported in a direction along the wall surface of the outer wall member, said draining member by the slide of the claims 1 to 5, characterized in that it is detachable from the support member The water draining structure of a building according to any one of the above. 前記水切部材の支持構造として、前記支持部材側には前記外壁の壁面に沿う方向に延びる溝部が形成されるとともに、前記水切部材は前記被引っ掛け部としての挿入部が前記溝部に挿入されて引っ掛けられる構造を有しており、
前記溝部の横方向端部は開放されていて、前記水切部材をスライドさせる場合には前記溝部の開放端から同溝部に前記挿入部が挿入又は引き出されるようになっていることを特徴とする請求項に記載の建物の水切構造。
As the support structure of the draining member, a groove portion extending in a direction along the wall surface of the outer wall material is formed on the support member side, and the draining member has an insertion portion as the hooked portion inserted into the groove portion. It has a structure that can be hooked,
The lateral end of the groove is open, and when the draining member is slid, the insertion part is inserted into or pulled out from the open end of the groove. Item 7. A drainage structure for a building according to item 6 .
前記水切部材はその長手方向に沿って伸縮自在に構成されていることを特徴とする請求項1乃至7のいずれか1項に記載の建物の水切構造。 The draining structure for a building according to any one of claims 1 to 7 , wherein the draining member is configured to be stretchable along a longitudinal direction thereof. 前記水切部材は、前記前垂部が外壁面よりも屋外側へ突き出た状態で設けられるとともに、複数の分割構成体が連結されてなり、
一の又は複数の分割構成体が取り除かれて形成された取り除き部分に屋外設備の背面側を挿入させて、同屋外設備が設置されるようにしたことを特徴とする請求項1乃至のいずれか1項に記載の建物の水切構造。
The draining member is provided in a state in which the front hanging portion protrudes to the outdoor side from the outer wall surface , and a plurality of divided components are connected,
To remove part one or more of the divided structure is formed is removed by inserting the back side of the outside plant, one of the claims 1 to 8, characterized in that as the outside plant is installed The drainage structure of a building according to item 1.
前記建物は、工場にて製造され建築現場に運搬される建物ユニットを用い、該建物ユニットを前記基礎の上に載置して構築されるユニット式建物であり、The building is a unit type building constructed by using a building unit manufactured in a factory and transported to a construction site, and placing the building unit on the foundation.
前記建物ユニットは、床大梁、天井大梁及び柱からなる骨格を有しており、The building unit has a skeleton composed of floor beams, ceiling beams and columns,
前記支持部材は、前記床大梁の下端部よりも上方となる位置に設けられ、The support member is provided at a position above the lower end of the floor beam.
前記水切部材は、前記床大梁の下端部よりも下方に延びるようにして前記支持部材に取り付けられていることを特徴とする請求項1乃至9のいずれか1項に記載の建物の水切構造。The building drainer structure according to any one of claims 1 to 9, wherein the drainer member is attached to the support member so as to extend below a lower end portion of the floor beam.
JP2009021659A 2009-02-02 2009-02-02 Drainage structure of building Expired - Fee Related JP5427427B2 (en)

Priority Applications (1)

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