JP2012087590A - Building - Google Patents

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JP2012087590A
JP2012087590A JP2010237435A JP2010237435A JP2012087590A JP 2012087590 A JP2012087590 A JP 2012087590A JP 2010237435 A JP2010237435 A JP 2010237435A JP 2010237435 A JP2010237435 A JP 2010237435A JP 2012087590 A JP2012087590 A JP 2012087590A
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floor
exterior
rising
panel
building
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JP5841324B2 (en
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Tomoo Kudo
智勇 工藤
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Asahi Kasei Homes Corp
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Asahi Kasei Homes Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a building that suppresses raindrops by intercepting rainwater falling onto an outside floor section and that easily clears setback regulation and the like.SOLUTION: A building 1 includes an end beam 13, an exterior panel 7 for covering a side surface of the end beam 13, and a slab 5 that is supported by the end beam 13. A rising portion 9 for intercepting rainwater falling onto a top surface 5a of the slab 5 is provided. A level of an upper end 7b of the exterior panel 7 is as high as or lower than that of the top surface 5a of the slab 5. The rising portion 9 is provided in a position to recede to the side of the slab 5 with respect to a virtual surface F1 including an outer surface 7a of the exterior panel 7.

Description

本発明は、陸屋根やベランダなどの外床部を備えた建物に関する。   The present invention relates to a building having an outer floor such as a flat roof or a veranda.

従来より、軸組構法の建物の、陸屋根、平坦な板状の庇、ベランダ等の外床部においては、外周部にスラブを支持する横架材(梁)を配置し、この横架材の側面を覆う外装パネルを外部床面よりも高く立ち上げ、すなわちパラペットを形成し、外床部の床面あるいは外床部とパラペットとで形成される入隅部の所定位置に雨水排水用のドレインを設けるのが一般的であった。このようにパラペットを形成しドレインを設けることによって、外床部に振り落ちた雨水は、ドレインから集中的に建物外部に流れ出るので、外床部の外周部に雨垂れが生じないようにすることができる(特許文献1、2参照)。   Conventionally, horizontal frames (beams) that support slabs have been placed on the outer perimeter of flat roofs, flat plate-shaped fences, verandas, etc. in the frame construction method. Drain for drainage of rainwater at a predetermined position of the corner of the exterior floor covering the side or the outer floor and the parapet. It was common to provide. By forming a parapet and providing a drain in this way, rainwater that has been shaken off to the outer floor portion flows out of the building in a concentrated manner from the drain, so that rain dripping does not occur on the outer peripheral portion of the outer floor portion. Yes (see Patent Documents 1 and 2).

特開平08−260563号公報Japanese Patent Laid-Open No. 08-260563 特開平08−338109号公報Japanese Patent Laid-Open No. 08-338109

ところで、建築基準法等の法令には、道路斜線制限、北側斜線制限といった建物の各部の高さを制限する規定があり、上記のようなパラパットを備えた建物はこの制限の影響を受けやすい。特に、工業化住宅のように、使用する部材や収まりが規格化(標準化)された建物を狭隘な敷地に建築する場合は対応が難しく、所望の面積の建物が建築できなくなることもある。   By the way, laws and regulations such as the Building Standards Law have provisions for restricting the height of each part of the building, such as road oblique line restriction and north side oblique line restriction, and buildings with such parapads are easily affected by this restriction. In particular, when building a building with standardized (standardized) members to be used and accommodation, such as an industrialized house, on a narrow site, it is difficult to cope with, and a building with a desired area may not be built.

本発明はこのような従来技術の課題を解決し、外床部に振り落ちた雨水を堰き止めて雨垂れを抑制すると共に、上記の斜線制限等をクリアし易い建物を提供することを目的とする。   An object of the present invention is to solve such problems of the prior art, and to provide a building that can prevent rain dripping by blocking rain water that has been shaken off to the outer floor portion, and that can easily satisfy the above-described oblique line restriction and the like. .

本発明は、横架材と、横架材の側面を覆う外装部と、横架材に支持された外床部とを備えた建物であって、外床部の上面に振り落ちた雨水を堰き止める立上り部を備え、外装部の上端部のレベルが外床部の上面のレベルと同じ高さ、または外床部の上面のレベルよりも低く、立上り部は、外装部の外表面を含む仮想面よりも外床部側に後退した位置に設けられていることを特徴する。   The present invention is a building comprising a horizontal member, an exterior part that covers the side surface of the horizontal member, and an outer floor part supported by the horizontal member, and rainwater that has been shaken off on the upper surface of the outer floor part. The rising portion includes a rising portion, and the level of the upper end portion of the exterior portion is the same as the level of the upper surface of the outer floor portion or lower than the level of the upper surface of the outer floor portion, and the rising portion includes the outer surface of the exterior portion It is characterized in that it is provided at a position retreated to the outer floor side from the virtual plane.

本発明では、外床部の上面に振り落ちた雨水を堰き止める立上り部を備えているので、外床部に振り落ちた雨水を堰き止めて雨垂れが生じないようにすることができる。また、立上り部が外装部の外表面を含む仮想面よりも外床部側に後退しているため、道路斜線制限や北側斜線制限などの斜線制限からは外れ易くなる。さらに、立上り部の代わりに外装部の上端部が斜線制限を受けたとしても、この上端部のレベルが外床部の上面のレベルと同じ高さ、または外床部の上面のレベルよりも低いため、外装部の上端部が外床部の上面のレベルよりも高い場合に比べて斜線制限をクリアし易くなる。   In this invention, since the rising part which dams up the rainwater shaken down on the upper surface of an outer floor part is provided, the rainwater shaken down on the outer floor part can be dammed up and it can prevent rain dripping. In addition, since the rising part is retreated to the outer floor part side from the virtual plane including the outer surface of the exterior part, the rising part is easily removed from the oblique line restriction such as the road oblique line restriction and the north oblique line restriction. Furthermore, even if the upper end portion of the exterior portion is subjected to oblique line restriction instead of the rising portion, the level of the upper end portion is the same level as the upper surface level of the outer floor portion or lower than the upper surface level of the outer floor portion. Therefore, it becomes easier to clear the oblique line restriction as compared with the case where the upper end portion of the exterior portion is higher than the level of the upper surface of the outer floor portion.

さらに、外床部は床パネルによって形成され、床パネルは、横架材の内側において、横架材の上端面よりも下方に落とし込まれた位置に配置されていると好適である。床パネルが横架材の上端面に載置されいる態様に比べ、上記構成によれば、床パネルによって形成される外床部の上面を低くできる。その結果、外床部の上面に振り落ちた雨水を堰き止める立上り部の嵩を低くでき、斜線制限をクリアし易くなる。   Furthermore, it is preferable that the outer floor portion is formed by a floor panel, and the floor panel is disposed inside the horizontal member at a position dropped below the upper end surface of the horizontal member. Compared with the aspect in which the floor panel is placed on the upper end surface of the horizontal member, according to the above configuration, the upper surface of the outer floor portion formed by the floor panel can be lowered. As a result, it is possible to reduce the bulk of the rising portion that dams rainwater that has been shaken off on the upper surface of the outer floor portion, and it becomes easier to clear the oblique line restriction.

さらに、立上り部から外装部までを覆う水切り部を備え、水切り部は、立上り部の上端部から外装部の上端部までを結ぶ仮想の傾斜面に沿って配置されていると好適である。立上り部から外装部までを覆う水切り部を設けることで雨水の進入を防ぐことができる。さらに、立上り部の上端部から外装部の上端部までを結ぶ仮想の傾斜面に沿って水切り部が配置されているので、制限を受ける斜線に倣って水切り部を配置し易くなり、斜線制限をクリアし易くなる。   Furthermore, it is preferable that a draining portion that covers from the rising portion to the exterior portion is provided, and the draining portion is disposed along a virtual inclined surface that connects the upper end portion of the rising portion to the upper end portion of the exterior portion. Intrusion of rainwater can be prevented by providing a draining portion that covers from the rising portion to the exterior portion. Furthermore, since the draining part is arranged along a virtual inclined surface connecting the upper end part of the rising part to the upper end part of the exterior part, it becomes easy to arrange the draining part following the restricted oblique line, and the oblique line restriction is made. It becomes easy to clear.

本発明によれば、外床部に振り落ちた雨水を堰き止めて雨垂れを抑制すると共に、道路斜線制限や北側斜線制限などの斜線制限をクリアし易くなる。   According to the present invention, rainwater shaken off to the outer floor portion is blocked to prevent dripping, and it is easy to clear oblique line restrictions such as road oblique line restriction and north oblique line restriction.

本発明の実施形態に係る建物の庇部を拡大して示す断面図である。It is sectional drawing which expands and shows the collar part of the building which concerns on embodiment of this invention.

以下、本発明の好適な実施形態について図面を参照しながら説明する。   Preferred embodiments of the present invention will be described below with reference to the drawings.

図1に示されるように、本実施形態に係る建物1は工業化住宅であり、使用する部材や収まりが規格化(標準化)されている。庇部3は、内部空間と外部空間とを区画する外壁(図示省略)よりも外側に張り出すように形成され、上方、及び下方の両方が外部空間になっている。庇部3は、略水平に配置されたスラブ(外床部)5と、スラブ5の上面5aに振り落ちた雨水を堰き止め、外装パネル7の外表面7aを伝って流れ落ちる雨垂れを防ぐ立上り部9とを備えている。   As FIG. 1 shows, the building 1 which concerns on this embodiment is an industrialized house, and the member and accommodation to be used are normalized (standardized). The collar portion 3 is formed so as to protrude outward from an outer wall (not shown) that divides the internal space and the external space, and both the upper and lower portions are external spaces. The eaves part 3 includes a slab (outer floor part) 5 arranged substantially horizontally, and a rising part that dams rainwater splashed on the upper surface 5a of the slab 5 and prevents raindrops flowing down along the outer surface 7a of the exterior panel 9 and.

ところで、建築基準法等の法令には、道路斜線制限、北側斜線制限といった建物の各部の高さを制限する規定があり、一般に、外床部上の雨水を堰き止めるパラパットを備えた建物では、この制限の影響を受けやすい。特に、使用する部材や収まりが規格化(標準化)されている工業化住宅の場合には、狭隘な敷地に建築する場合は対応が難しく、所望の面積の建物が建築できなくなることもある。本実施形態に係る建物1の場合、工業化住宅であって雨水を堰き止める立上り部9を備えつつも、上記の斜線制限をクリアし易くなるという特徴を備えている。以下、詳しく説明する。   By the way, laws and regulations such as the Building Standards Law have provisions that limit the height of each part of the building, such as road oblique line restriction and north side oblique line restriction.Generally, in buildings with parapads that block rainwater on the outer floor, Susceptible to this restriction. In particular, in the case of an industrialized house in which the members to be used and the accommodation are standardized (standardized), it is difficult to cope with the construction on a narrow site, and a building having a desired area may not be constructed. In the case of the building 1 according to the present embodiment, it is an industrialized house and has a feature that it is easy to clear the above-described oblique line restriction while having a rising portion 9 that dams rainwater. This will be described in detail below.

スラブ5は、軽量気泡コンクリート(ALC)パネルやPCパネルなどのコンクリート系の複数の床パネル11が敷き並べられて形成されており、複数の床パネル11は鼻先梁13によって支持されている。鼻先梁13は、軸組みから外側に突き出すように設けられた片持ち梁(図示省略)の先端で支持されており、上部フランジ13a、下部フランジ13b、及び上下のフランジ13a,13bを結合するウェブ13cを備えたH型鋼からなる。本実施形態では、鼻先梁13が横架材に相当する。   The slab 5 is formed by laying a plurality of concrete floor panels 11 such as lightweight cellular concrete (ALC) panels or PC panels, and the plurality of floor panels 11 are supported by a nose tip beam 13. The nose tip beam 13 is supported at the tip of a cantilever beam (not shown) provided so as to protrude outward from the shaft assembly, and is a web that connects the upper flange 13a, the lower flange 13b, and the upper and lower flanges 13a, 13b. It consists of H-shaped steel with 13c. In the present embodiment, the nose tip beam 13 corresponds to a horizontal member.

床パネル11は、鼻先梁13の内側において、鼻先梁13の上端面13dよりも下方に落とし込まれた位置に配置されている。具体的には、鼻先梁13のウェブ13cの床パネル11側には、床パネル11を支持するための支持金物15が結合されており、支持金物15には、上部にL字状の切欠部15aが設けられている。切欠部15aには断面L字状のパネル支持定規金物17が当接され、床パネル11はパネル支持定規金物17に支持されている。その結果として、床パネル11は、鼻先梁13の上端面13dよりも下方に落とし込まれた位置に配置されている態様を具現化している。   The floor panel 11 is disposed inside the nose tip beam 13 at a position dropped below the upper end surface 13 d of the nose tip beam 13. Specifically, a support metal 15 for supporting the floor panel 11 is coupled to the floor panel 11 side of the web 13c of the nose tip beam 13, and the support metal 15 has an L-shaped cutout portion at the top. 15a is provided. A panel support ruler 17 having an L-shaped cross section is brought into contact with the notch 15 a, and the floor panel 11 is supported by the panel support ruler 17. As a result, the floor panel 11 embodies an aspect in which the floor panel 11 is disposed at a position dropped below the upper end surface 13 d of the nose tip beam 13.

鼻先梁13の上部フランジ13aには、断面略コの字状の長尺部材(以下「立上り部材」という)18がボルト結合されて立上り部9が形成されている。立上り部材18は、上部フランジ13aに当接するベース片18aと、防水シートからなる防水層21の端部を収めるために立ち上がる立設片18bと、立設片18bの上端から屈曲して防水層21の端部を保持する天端片18cとを有する。   A rising member 9 is formed on the upper flange 13 a of the nose tip beam 13 by bolting a long member (hereinafter referred to as “rising member”) 18 having a substantially U-shaped cross section. The rising member 18 is bent from the upper end of the standing piece 18b, the standing piece 18b that rises to accommodate the base piece 18a that contacts the upper flange 13a, the end of the waterproof layer 21 made of a waterproof sheet, and the waterproof layer 21. And a top end piece 18c for holding the end portion.

床パネル11の上方には、防水層21が設けられている。防水層21としては、例えば、軟質の塩化ビニール等の合成樹脂からなる防水シート、またはFRPなどを用いることができ、本実施形態では防水シートを用いている。床パネル11と防水層21との間には、適宜水勾配を形成するための下地モルタルを打設したり、勾配断熱材を敷設したりしてもよい。本実施形態では、立上り部材18の立設片18bと床パネル11との間にモルタル23が打設され、さらに、床パネル11と防水層21との間には断熱層25が介在する。本実施形態では、床パネル11、断熱層25、及び防水層21によってスラブ5が形成される。   A waterproof layer 21 is provided above the floor panel 11. As the waterproof layer 21, for example, a waterproof sheet made of a synthetic resin such as soft vinyl chloride or FRP can be used. In this embodiment, a waterproof sheet is used. Between the floor panel 11 and the waterproof layer 21, a base mortar for forming a water gradient may be appropriately placed, or a gradient heat insulating material may be laid. In the present embodiment, a mortar 23 is driven between the standing piece 18 b of the rising member 18 and the floor panel 11, and a heat insulating layer 25 is interposed between the floor panel 11 and the waterproof layer 21. In the present embodiment, the slab 5 is formed by the floor panel 11, the heat insulating layer 25, and the waterproof layer 21.

立上り部9は、スラブ5の上面5aに振り落ちた雨水を堰き止める機能を有し、スラブ5の外周となる縁に沿って連続的に形成されている。また、立上り部9の上端部9aのレベルはスラブ5の上面5aよりも僅かに高い位置となるように設けられている。なお、本実施形態の説明において使用する「レベル」とは、鉛直方向の高さの程度を示す。   The rising portion 9 has a function of blocking rainwater that has been shaken off on the upper surface 5 a of the slab 5, and is continuously formed along an edge serving as the outer periphery of the slab 5. Further, the level of the upper end portion 9 a of the rising portion 9 is provided so as to be slightly higher than the upper surface 5 a of the slab 5. The “level” used in the description of the present embodiment indicates the degree of height in the vertical direction.

立上り部材18のベース片18aには、略鉛直に折り曲げられて形成されたリップ片18dが設けられており、リップ片18dには、外装パネル7を支持するための上部定規金物27が固定されている。上部定規金物27は断面略L字状であり、外装パネル7の上端に対向するように延在する上部片27aと、略鉛直に延在して外装パネル7の側面に当接する当接片27bとを有する。また、鼻先梁13の下部フランジ13bには、外装パネル7を支える下部定規金物29がボルト結合されている。下部定規金物29には、軒天パネルを係止して軒天井31を形成する軒天係止部材29aが結合されている。   The base piece 18a of the rising member 18 is provided with a lip piece 18d formed by being bent substantially vertically, and an upper ruler 27 for supporting the exterior panel 7 is fixed to the lip piece 18d. Yes. The upper ruler 27 has a substantially L-shaped cross section, and has an upper piece 27a extending so as to face the upper end of the exterior panel 7, and a contact piece 27b extending substantially vertically and contacting the side surface of the exterior panel 7. And have. A lower ruler 29 that supports the exterior panel 7 is bolted to the lower flange 13 b of the nose tip beam 13. The lower ruler 29 is coupled to an eave ceiling locking member 29 a that locks the eave ceiling panel to form an eave ceiling 31.

外装パネル(外装部)7は軽量気泡コンクリート(ALC)パネルやPCパネル等からなり、鼻先梁13の側面13eを覆うように配置されている。庇部3に用いられる外装パネル7としては、一般に外壁を構成する外装パネルと同一の規格、デザイン等を有し、高さ寸法のみを短く切り詰めたものが用いられることが多い。本実施形態に係る外装パネル7も、この種の構成からなるが、庇部3の外装パネル7としては、このような構成に限定されるものではなく、外壁を構成する外装パネルとは異なる規格やデザインを有するものであってもよい。   The exterior panel (exterior part) 7 consists of a lightweight cellular concrete (ALC) panel, a PC panel, etc., and is arrange | positioned so that the side surface 13e of the nose tip beam 13 may be covered. As the exterior panel 7 used for the collar portion 3, a panel having the same standard, design and the like as the exterior panel constituting the outer wall and having only a height dimension cut short is often used. The exterior panel 7 according to the present embodiment also has this kind of configuration, but the exterior panel 7 of the collar portion 3 is not limited to such a configuration, and is a standard different from the exterior panel constituting the outer wall. Or may have a design.

また、庇部3の外装パネル7の場合、鼻先梁13の側面13eを覆うのに必要最低限の高さ寸法を有するように構成するのが好ましく、少なくとも上端部7bの高さのレベルが鼻先梁13の上端部13dのレベルにほぼ一致するように構成される。鼻先梁13の下端部13fのレベルについては、外装パネル7の取り付けや軒天井31の納まりに支障がない範囲内で極力高く設定されるのが好ましい。   Further, in the case of the exterior panel 7 of the heel part 3, it is preferable that the outer panel 7 has a minimum height dimension necessary to cover the side surface 13e of the nose tip beam 13, and the height level of at least the upper end part 7b is at least. It is comprised so that it may correspond to the level of the upper end part 13d of the beam 13 substantially. About the level of the lower end part 13f of the nose tip beam 13, it is preferable to set as high as possible within the range which does not have trouble in the attachment of the exterior panel 7, and the accommodation of the eaves ceiling 31.

外装パネル7の上部は、ドリルスクリュー(「ドリルねじ」ともいう)33によって当接片に結合されている。また、外装パネル7の下部は、下部定規金物29に当接し、貫通ボルト35によって下部定規金物29に連結されている。また、外装パネル7の下端には、下笠木37が装着されている。本実施形態では、外装パネル7の上端部7bのレベルは、スラブ5の上面5aのレベルよりも低くなっているが、外装パネル7の上端部7bのレベルが、スラブ5の上面5aのレベルと同じ高さになっていてもよい。   The upper portion of the exterior panel 7 is coupled to the contact piece by a drill screw (also referred to as “drill screw”) 33. The lower part of the exterior panel 7 abuts on the lower ruler 29 and is connected to the lower ruler 29 by a through bolt 35. A lower headwood 37 is attached to the lower end of the exterior panel 7. In the present embodiment, the level of the upper end portion 7b of the exterior panel 7 is lower than the level of the upper surface 5a of the slab 5, but the level of the upper end portion 7b of the exterior panel 7 is the same as the level of the upper surface 5a of the slab 5. It may be the same height.

立上り部9は、外装パネル7の外表面7aを含む仮想の平面(仮想面)F1よりもスラブ5側に後退した位置に設けられている。また、立上り部9と外装パネル7の上端部7bとの連絡部位には、雨水の進入を防ぐための防水鋼板39が配置されている。防水鋼板39は断面略L字状であり、上端部は、立上り部材18の天端片18cにねじ止めされており、下端部は、上部定規金物27にねじ止めされている。   The rising portion 9 is provided at a position retreated to the slab 5 side from a virtual plane (virtual surface) F1 including the outer surface 7a of the exterior panel 7. In addition, a waterproof steel plate 39 for preventing rainwater from entering is disposed at a connecting portion between the rising portion 9 and the upper end portion 7 b of the exterior panel 7. The waterproof steel plate 39 has a substantially L-shaped cross section, the upper end is screwed to the top end piece 18 c of the rising member 18, and the lower end is screwed to the upper ruler 27.

防水鋼板39の上方には、立上り部9から外装パネル7までを覆う水切り金物(水切り部)41が配置されている。水切り金物41は、防水鋼板39に堆積した塵埃が降り落ちた雨水とともに外装パネル7の外表面7aを伝い落ちることによって発生する雨垂れ汚れを防止するものである。   Above the waterproof steel plate 39, a draining metal (draining part) 41 covering the rising part 9 to the exterior panel 7 is arranged. The drainage metal 41 is intended to prevent raindrops that are generated by the rainwater from which dust accumulated on the waterproof steel plate 39 has fallen down and traveling down the outer surface 7a of the exterior panel 7.

水切り金物41は、立上り部9の外周に沿って連続的に設けられている。また、水切り金物41は、立上り部材18の天端片18cに僅かに被るように設けられた上部片41aと、水切り効果が発揮されるように外装パネル7の外表面7aから張り出すように設けられた下部片41bと、上部片41aから下部片41bまでを連絡し、立上り部9の外縁側の上端部9aから外装パネル7の外表面7a側の上端部7bまでを結ぶ仮想の傾斜面F2に沿って配置された傾斜片41cと、を備えている。下部片41bは間接的に上部定規金物27に結合されており、上部片41aは間接的に立上り部材18に結合されている。   The draining hardware 41 is continuously provided along the outer periphery of the rising portion 9. The draining metal 41 is provided so as to protrude from the outer surface 7a of the exterior panel 7 so that the draining effect is exhibited, and the upper piece 41a provided so as to cover the top end piece 18c of the rising member 18 slightly. A hypothetical inclined surface F2 that connects the lower piece 41b and the upper piece 41a to the lower piece 41b and connects the upper edge portion 9a on the outer edge side of the rising portion 9 to the upper edge portion 7b on the outer surface 7a side of the exterior panel 7. And an inclined piece 41c arranged along the line. The lower piece 41b is indirectly coupled to the upper ruler 27, and the upper piece 41a is indirectly coupled to the rising member 18.

水切り金物41の材質は軽量で耐食性が高く、加工もし易いアルミニウム合金が好ましく、地上から見上げた際の見えがかりとなる下部片41bは薄板状で略水平(水勾配をつける程度)に構成されるのが好ましい。また、本実施形態では、立上り部材18の天端片18cの外側端縁に小さな水返し43が設けられており、水切り金物41は、水返し43のみを覆うように設置されている。水返し43は、立上り部9の上端部9a上に堆積した塵埃が水切り金物41の下に流れ込まないために設けられている。さらに、水返し43は、立上り部9の上端部9aで受けた雨水が水切り金物41の下に流れ込み、防水鋼板39に堆積した塵埃が雨水とともに外装パネル7の外表面7aを伝い落ちることで生ずる雨垂れ汚れを防止するために設けられている。なお、本実施形態では、水切り金物41が立上り部9の一部分のみに重なるように設置されているので、立上り部9に別途、手摺などを設け易くなって設計上のバリエーションを広げ易い。   The material of the draining metal 41 is preferably an aluminum alloy that is lightweight, has high corrosion resistance, and is easy to process. The lower piece 41b that is visible when viewed from the ground is a thin plate that is substantially horizontal (approx. Is preferred. Moreover, in this embodiment, the small water return 43 is provided in the outer edge of the top end piece 18c of the rising member 18, and the draining metal 41 is installed so that only the water return 43 may be covered. The water return 43 is provided so that dust accumulated on the upper end portion 9 a of the rising portion 9 does not flow under the draining metal piece 41. Further, the water return 43 is generated when rainwater received at the upper end portion 9a of the rising portion 9 flows under the draining metal piece 41, and dust accumulated on the waterproof steel plate 39 flows along the outer surface 7a of the exterior panel 7 together with rainwater. It is provided to prevent rain and dirt. In the present embodiment, since the draining hardware 41 is installed so as to overlap only a part of the rising portion 9, it is easy to separately provide a handrail or the like on the rising portion 9, and it is easy to expand design variations.

以上、本実施形態に係る建物1では、立上り部9を備えているので、スラブ5の上面5aに振り落ちた雨水を堰き止めて雨垂れが生じないようにできる。また、立上り部9が外装パネル7の外表面7aを含む仮想面F1よりもスラブ5側に後退しているため、道路斜線制限や北側斜線制限などの斜線制限からは外れ易くなる。さらに、立上り部9の代わりに外装パネル(外装部)7の上端部7bが斜線制限を受けたとしても、この上端部7bのレベルがスラブ5の上面5aのレベルと同じ高さ、またはスラブ5の上面5aのレベルよりも低いため、外装パネル7の上端部7bがスラブ5の上面5aのレベルよりも高い場合に比べて斜線制限をクリアし易くなる。   As described above, since the building 1 according to the present embodiment includes the rising portion 9, it is possible to prevent rain dripping by blocking the rainwater that has fallen on the upper surface 5 a of the slab 5. In addition, since the rising portion 9 is retracted to the slab 5 side from the virtual plane F1 including the outer surface 7a of the exterior panel 7, it is easy to remove from the oblique line restriction such as the road oblique line restriction and the north oblique line restriction. Further, even if the upper end portion 7b of the exterior panel (exterior portion) 7 is subjected to oblique line restriction instead of the rising portion 9, the level of the upper end portion 7b is the same as the level of the upper surface 5a of the slab 5, or the slab 5 Since the upper surface 5a is lower than the upper surface 5a, the upper end portion 7b of the exterior panel 7 is more easily cleared than when the upper surface 5a of the slab 5 is higher than the upper surface 5a.

また、本実施形態に係る建物1では、立上り部9が外装パネル7の外表面7aに沿って立設されているのではなく、外表面7aを含む仮想面F1よりもスラブ5側に後退して設けられている。そのため、庇部3などの張り出し部の見付面の厚さは薄くなり、デザイン的にも建物1に軽快でシャープな印象を与えることができる。なお、庇部などの張り出し部の見付面を薄いものとする工夫として、例えば、張り出し部を支持する梁の成を小さくすることが考えられるが、張り出し部の出寸法を大きくしたい場合には作用する荷重に応じた梁成が必要となるために対応が難しい。特に、建物が工業化住宅の場合、使用する部材の寸法や納まりが規格化(標準化)され、その規格に基づいて構築されるので、張り出し部のみ梁成を変更したり、所望の見付面の厚さに応じて成の異なる梁を使い分けたりすることは現実的ではない。これに対して、本実施形態に係る建物1によれば、デザイン上の要望に応じて、梁成を変更することなく庇部13などの張り出し部の見付面の厚さを抑えることができる。   Further, in the building 1 according to the present embodiment, the rising portion 9 is not erected along the outer surface 7a of the exterior panel 7, but recedes toward the slab 5 side from the virtual plane F1 including the outer surface 7a. Is provided. For this reason, the thickness of the surface of the overhanging portion such as the collar 3 is reduced, and the building 1 can be given a light and sharp impression in terms of design. In addition, as a device to make the finding surface of the overhanging part such as a collar thin, for example, it is conceivable to reduce the formation of the beam that supports the overhanging part, but when you want to increase the overhanging dimension of the overhanging part Since it is necessary to form a beam according to the acting load, it is difficult to cope with it. In particular, if the building is an industrialized house, the dimensions and fit of the components used are standardized (standardized) and built based on that standard. It is not realistic to use different beams according to the thickness. On the other hand, according to the building 1 according to the present embodiment, the thickness of the finding surface of the overhanging portion such as the collar portion 13 can be suppressed without changing the beam formation according to the design demand. .

また、本実施形態では、床パネル11が、単純に鼻先梁13の上端部13dに架設されるのではなく、鼻先梁13の内側に落とし込まれた状態で架設されているので、スラブ5の上面5aの高さを抑えることができる。その結果、スラブ5の上面5aに振り落ちた雨水を堰き止める立上り部9の嵩を低くでき、斜線制限をクリアし易くなる。また、短尺の外装パネル7の上端部7bの高さのレベルを抑えることにもつながるため、見付面の厚さを抑える上でも有効である。   In the present embodiment, the floor panel 11 is not simply installed on the upper end portion 13d of the nose tip beam 13, but is installed in a state of being dropped inside the nose tip beam 13, so that the slab 5 The height of the upper surface 5a can be suppressed. As a result, it is possible to reduce the bulk of the rising portion 9 that dams rainwater that has fallen on the upper surface 5a of the slab 5, and it becomes easier to clear the oblique line restriction. Moreover, since it leads also to suppressing the height level of the upper end part 7b of the short exterior panel 7, it is effective also in suppressing the thickness of a finding surface.

さらに、本実施形態では、立上り部9から外装パネル7までを覆う水切り金物41を設けているので雨水の進入を防ぐことができ、特に、水切り金物41は、立上り部9の上端部9aから外装パネル7の上端部7bまでを結ぶ仮想の傾斜面F2に沿ってが配置されているので、制限を受ける斜線に倣って水切り金物41を配置し易くなり、斜線制限をクリアし易くなる。   Furthermore, in this embodiment, since the drainage metal 41 which covers from the rising part 9 to the exterior panel 7 is provided, it is possible to prevent rainwater from entering. In particular, the drainage metal 41 is provided from the upper end part 9a of the rising part 9 to the exterior. Since it is arrange | positioned along the virtual inclined surface F2 which connects to the upper end part 7b of the panel 7, it becomes easy to arrange | position the draining metal object 41 along the oblique line which receives restrictions, and becomes easy to clear oblique line restrictions.

以上、本発明について実施形態を例に説明したが、本発明は、上記の実施形態のみに限定されない。例えば、上記の実施形態では、横架材として軸組みの外側にせり出すように設けられた鼻先梁13を例に説明したが、横架材は、軸組みの内部に形成された態様、例えば、柱等で支持された外周梁であってもよい。また、上記の実施形態では、横架材としてH型鋼を例示したが、横架材は溝形鋼などのその他の鉄鋼系部材であったり、または木質系の部材であったりしてもよい。   As mentioned above, although embodiment was described as an example about this invention, this invention is not limited only to said embodiment. For example, in the above-described embodiment, the nose tip beam 13 provided so as to protrude to the outside of the shaft assembly as the horizontal member has been described as an example, but the horizontal member is an aspect formed inside the shaft assembly, for example, It may be a peripheral beam supported by a column or the like. Moreover, in said embodiment, although the H-shaped steel was illustrated as a horizontal member, the horizontal member may be other steel-type members, such as a channel steel, or may be a wood-type member.

また、上記の実施形態では庇部3のスラブ5が外床部に相当するが、外床部は庇部3のスラブ5に限定されず、ベランダ、外廊下、あるいは陸屋根等に設けられたスラブなどであってもよい。また、上記の実施形態では、外床部を形成する床パネルとしてコンクリート系の床パネル11を例に説明するが、床パネルは、構造用合板などの木質系床パネル、デッキプレート(折板)などの鋼材系の床パネルであってもよい。また、上記の実施形態では、外装部として庇部3に配置される外装パネル7を例示したが、外装部は上記の実施形態に限定されず、外壁を構成する外装パネルなどであってもよい。   In the above embodiment, the slab 5 of the collar 3 corresponds to the outer floor, but the outer floor is not limited to the slab 5 of the collar 3, and the slab provided on the veranda, the outer corridor, the flat roof, or the like. Etc. In the above embodiment, the concrete floor panel 11 is described as an example of the floor panel forming the outer floor portion. However, the floor panel is a wood floor panel such as a structural plywood, a deck plate (folded plate). It may be a steel-based floor panel. Moreover, in said embodiment, although the exterior panel 7 arrange | positioned at the collar part 3 was illustrated as an exterior part, an exterior part is not limited to said embodiment, The exterior panel etc. which comprise an outer wall etc. may be sufficient. .

また、上記の実施形態では、水切り部として、立上り部9の上端部9aの一部分に重なるように設置された水切り金物41を例に説明したが、水切り部は、例えば、立上り部の上端部が略水平である場合に水返し43を設けることなく水切り部で立上り部の上端部全体を覆うように構成したり(第1変形例)、また、立上り部の上端部が外床部側に下降傾斜している態様であれば、傾斜勾配を有する立上り部の上端部の頂部を覆うように水切り部を設けたり(第2変形例)してもよい。特に、第2変形例では、第1変形例に比べて水切り部をコンパクトにできて有利である。   In the above-described embodiment, the drainage hardware 41 is provided as an example of the draining portion so as to overlap a part of the upper end portion 9a of the rising portion 9, but the draining portion is, for example, the upper end portion of the rising portion. When it is substantially horizontal, it is configured to cover the entire upper end portion of the rising portion with the draining portion without providing the water return 43 (first modified example), or the upper end portion of the rising portion descends to the outer floor side. If it is the aspect which inclines, you may provide a draining part so that the top part of the upper end part of the rising part which has an inclination gradient may be covered (2nd modification). In particular, the second modification is advantageous in that the draining portion can be made compact compared to the first modification.

1…建物、5…スラブ(外床部)、5a…上面、7…外装パネル(外装部)、7a…外表面、7b…上端部、9…立上り部、9a…上端部、11…床パネル、13…鼻先梁(横架材)、13d…上端面、41…水切り金物(水切り部)、F1…仮想面、F2…傾斜面。   DESCRIPTION OF SYMBOLS 1 ... Building, 5 ... Slab (outer floor part), 5a ... Upper surface, 7 ... Exterior panel (exterior part), 7a ... Outer surface, 7b ... Upper end part, 9 ... Rising part, 9a ... Upper end part, 11 ... Floor panel , 13 ... Nose tip beam (horizontal member), 13d ... Upper end surface, 41 ... Drainage metal (drainage part), F1 ... Virtual surface, F2 ... Inclined surface.

Claims (3)

横架材と、前記横架材の側面を覆う外装部と、前記横架材に支持された外床部とを備えた建物であって、
前記外床部の上面に振り落ちた雨水を堰き止める立上り部を備え、
前記外装部の上端部のレベルが前記外床部の上面のレベルと同じ高さ、または前記外床部の上面のレベルよりも低く、
前記立上り部は、前記外装部の外表面を含む仮想面よりも前記外床部側に後退した位置に設けられていることを特徴する建物。
A building comprising a horizontal member, an exterior part covering a side surface of the horizontal member, and an outer floor supported by the horizontal member;
A rising portion for damming rainwater shaken off on the upper surface of the outer floor,
The level of the upper end portion of the exterior portion is the same height as the level of the upper surface of the outer floor portion, or lower than the level of the upper surface of the outer floor portion,
The building is characterized in that the rising portion is provided at a position retreated to the outer floor portion side from a virtual surface including an outer surface of the exterior portion.
前記外床部は床パネルによって形成され、
前記床パネルは、前記横架材の内側において、前記横架材の上端面よりも下方に落とし込まれた位置に配置されていることを特徴とする請求項1記載の建物。
The outer floor is formed by a floor panel;
2. The building according to claim 1, wherein the floor panel is disposed at a position where the floor panel is dropped below an upper end surface of the horizontal member inside the horizontal member.
前記立上り部から前記外装部までを覆う水切り部を更に備え、
前記水切り部は、前記立上り部の上端部から前記外装部の上端部までを結ぶ仮想の傾斜面に沿って配置されていることを特徴とする請求項1または2記載の建物。
Further comprising a draining portion covering from the rising portion to the exterior portion,
The building according to claim 1, wherein the draining portion is disposed along a virtual inclined surface that connects the upper end portion of the rising portion to the upper end portion of the exterior portion.
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Citations (8)

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Publication number Priority date Publication date Assignee Title
JPH01131752A (en) * 1987-11-13 1989-05-24 National House Ind Co Ltd Handrail panel fixture
JPH0434164A (en) * 1990-05-31 1992-02-05 Asahi Chem Ind Co Ltd Waterproofing construction of building exterior
JP2001262761A (en) * 2000-03-17 2001-09-26 Misawa Homes Co Ltd Roof structure
JP2003013565A (en) * 2001-06-29 2003-01-15 Sekisui House Ltd Flat roof for house
JP2005180091A (en) * 2003-12-22 2005-07-07 Sekisui House Ltd Eaves structure for flat roof
JP2007231561A (en) * 2006-02-28 2007-09-13 Sekisui House Ltd Double waterproofing construction method of outdoor floor
JP2008196264A (en) * 2007-02-15 2008-08-28 Misawa Homes Co Ltd Structure of balcony
US20090193751A1 (en) * 2008-01-15 2009-08-06 Seymour Auerbach Process for regulating the size of residential construction

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01131752A (en) * 1987-11-13 1989-05-24 National House Ind Co Ltd Handrail panel fixture
JPH0434164A (en) * 1990-05-31 1992-02-05 Asahi Chem Ind Co Ltd Waterproofing construction of building exterior
JP2001262761A (en) * 2000-03-17 2001-09-26 Misawa Homes Co Ltd Roof structure
JP2003013565A (en) * 2001-06-29 2003-01-15 Sekisui House Ltd Flat roof for house
JP2005180091A (en) * 2003-12-22 2005-07-07 Sekisui House Ltd Eaves structure for flat roof
JP2007231561A (en) * 2006-02-28 2007-09-13 Sekisui House Ltd Double waterproofing construction method of outdoor floor
JP2008196264A (en) * 2007-02-15 2008-08-28 Misawa Homes Co Ltd Structure of balcony
US20090193751A1 (en) * 2008-01-15 2009-08-06 Seymour Auerbach Process for regulating the size of residential construction

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