JP2000096725A - Throating structure and its execution - Google Patents

Throating structure and its execution

Info

Publication number
JP2000096725A
JP2000096725A JP11106651A JP10665199A JP2000096725A JP 2000096725 A JP2000096725 A JP 2000096725A JP 11106651 A JP11106651 A JP 11106651A JP 10665199 A JP10665199 A JP 10665199A JP 2000096725 A JP2000096725 A JP 2000096725A
Authority
JP
Japan
Prior art keywords
draining
piece
foundation
wall
corner
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP11106651A
Other languages
Japanese (ja)
Inventor
Hiroshi Shimoyama
洋 下山
Katsuo Aoki
勝夫 青木
Kenichiro Matono
憲一郎 的野
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP11106651A priority Critical patent/JP2000096725A/en
Publication of JP2000096725A publication Critical patent/JP2000096725A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a throating structure which prevents penetration of rainwater and which is excellent in the appearance design and the fitting workability and the execution method. SOLUTION: This throating structure is positioned between the lower end of an external wall 2 and the upper face of a foundation 1 to cover the upper face of the foundation 1 and lead rainwater 8 flowing along the external wall face to the outside of the foundation 1. The throating 3 is constituted of a fitting piece 31 water-tightly attached to a building structure at the rear face side of the lower end of the external wall 2, a slant piece 34 obliquely formed downward from the fitting piece 31, and a hanging piece 33 extending down from the end of the slant piece 34. The rear face of the slant piece 34 is connected to the upper end of the foundation 1.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、建物を伝わる雨水
が外壁の下端部より室内側へ浸入するのを防止する水切
り構造と、その施工方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drain structure for preventing rainwater transmitted through a building from entering a room from the lower end of an outer wall, and a method of constructing the drain structure.

【0002】[0002]

【従来の技術】一般に家屋等には、外壁を伝わる雨水が
外壁の下端面より室内側に浸入するのを防止するため、
モルタル等を外壁下端部と基礎天端部との隙間に充填
し、外壁側に下り勾配をつけている(従来技術1)。近
年、プレハブ住宅の家屋等には、組み立て現場での作業
を省力化するために、予め外壁の下端部近傍に水切り板
を取り付けて雨水の浸入を防止する方法もある(従来技
術2、実用新案登録公報第2560435号参照)。
2. Description of the Related Art Generally, in a house or the like, rainwater transmitted through an outer wall is prevented from entering a room from a lower end surface of the outer wall.
Mortar or the like is filled in the gap between the lower end of the outer wall and the top end of the foundation, and the outer wall is sloped down (conventional technology 1). In recent years, in prefabricated houses and the like, in order to save labor at the assembly site, there is a method of installing a drain plate near the lower end of the outer wall in advance to prevent rainwater from entering (prior art 2, utility model). See Registered Publication No. 2560435).

【0003】上記、従来技術1について、建物が柱と梁
を接合して略箱形に形成されたユニット建物において、
図9に基づいて説明すると、符号1は基礎、2は外壁、
5は外壁パネルを建物構造体に取着するために外壁パネ
ル裏面に固定されたフレームである桟、6は床梁、7は
柱と梁を接合するジョイントピースである。基礎1の上
に、外壁2の下端部との隙間をモルタル9で充填し、外
壁側に下り勾配をつけて雨水8の浸入を防止している。
[0003] In the above-mentioned prior art 1, in a unit building in which a building is formed into a substantially box shape by joining columns and beams,
Referring to FIG. 9, reference numeral 1 denotes a foundation, 2 denotes an outer wall,
Reference numeral 5 denotes a frame which is a frame fixed to the back surface of the outer wall panel for attaching the outer wall panel to the building structure, 6 denotes a floor beam, and 7 denotes a joint piece for joining the column and the beam. The space between the lower end of the outer wall 2 and the mortar 9 is filled on the foundation 1 and the outer wall side is sloped down to prevent rainwater 8 from entering.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記の
ような従来技術については以下に記すような問題点があ
った。即ち、従来技術1においては、 1)モルタルの調合により収縮等のひび割れが発生し
て、ひび割れ部から雨水の浸入する恐れがあった。 2)建物上部構造体からの水平力、振動等を受けてモル
タル充填部がひび割れを起こし、ひび割れ部から雨水の
浸入する恐れがあった。 3)外壁下端部と基礎上との隙間にモルタルを充填する
作業に熟練を要し、仕上がりにバラツキがあり、床梁と
モルタルの密着がなくなり、雨水の浸入する恐れがあっ
た。
However, the prior art as described above has the following problems. That is, in the prior art 1, 1) cracks such as shrinkage occurred due to the mixing of the mortar, and there was a possibility that rainwater might enter from the cracked portion. 2) The mortar filling part was cracked by horizontal force, vibration, and the like from the building upper structure, and there was a risk of rainwater infiltration from the cracked part. 3) The work of filling the mortar into the gap between the lower end of the outer wall and the foundation required skill, and the finish was uneven, the floor beam and the mortar were not in close contact with each other, and there was a risk of rainwater infiltration.

【0005】また、従来技術2においては、 1)外壁に予め取り付けているため、外壁下部が飛び出
し、輸送、仮置き等で特別な養生が必要となる。 2)外壁に予め取り付けているため、基礎の通りに対し
て現場調整ができず、長さ方向に凹凸が生じて施工後の
外観が悪くなる。
[0005] Further, in the prior art 2, 1) Since it is attached to the outer wall in advance, the lower portion of the outer wall pops out, and special curing is required for transportation, temporary storage, and the like. 2) Because it is pre-installed on the outer wall, it is not possible to make site adjustments to the street of the foundation, and irregularities occur in the length direction, resulting in poor appearance after construction.

【0006】本発明は、上記のこのような問題点に着眼
してなされたものであり、その目的とするところは、こ
れらの問題点を解消し、雨水の浸入を防止し、外観意匠
性が優れ、取付作業性が優れた水切り構造と、その施工
方法を提供するものである。
The present invention has been made in view of the above-mentioned problems, and has as its object to solve these problems, prevent infiltration of rainwater, and improve appearance and design. An object of the present invention is to provide a draining structure having excellent mounting workability and a method of constructing the draining structure.

【0007】[0007]

【課題を解決するための手段】請求項1記載の水切り構
造は、外壁下端部と基礎天端部との隙間に位置し、基礎
天端部を覆い隠して外壁面を伝わる雨水を基礎外へ導く
水切り構造において、水切り材が外壁下端部の裏面側に
水密状態で建物構造体に取り付けられる取付け片と、取
付け片から下方に傾斜して設けられた傾斜片と、傾斜片
の末端に垂設された垂下片とからなり、傾斜片の裏面が
基礎天端部に接合されていることを特徴とする。
According to a first aspect of the present invention, there is provided a drainage structure which is located in a gap between a lower end of an outer wall and a top end of a foundation, covers the top end of the foundation, and transmits rainwater transmitted through the outer wall to the outside of the foundation. In the guiding draining structure, a draining member is attached to the building structure in a watertight state on the back side of the lower end portion of the outer wall, an inclined piece that is provided to be inclined downward from the attaching piece, and vertically attached to the end of the inclined piece. And the back surface of the inclined piece is joined to the top end of the foundation.

【0008】又、請求項2記載の水切り構造は、前記水
切り材が建物設置後に取り付けられ、前記傾斜片が下方
に垂設された脚部と基礎天端部とが接着剤にて接合され
ていることを特徴とする。
According to a second aspect of the present invention, there is provided a draining structure, wherein the draining member is attached after the building is installed, and the leg on which the inclined piece is vertically provided and the top end of the foundation are joined with an adhesive. It is characterized by being.

【0009】又、請求項3記載の水切り構造は、前記傾
斜片が上方に凸状に湾曲して形成されていることを特徴
とする。
The draining structure according to a third aspect of the present invention is characterized in that the inclined piece is formed so as to be convexly curved upward.

【0010】又、請求項4記載の水切り構造は、前記外
壁の出隅部または入隅部に、前記水切り材と相互に連続
する水切り材出隅または水切り材入隅を設けることを特
徴とする。
The draining structure according to a fourth aspect of the present invention is characterized in that a draining corner or a draining corner which is continuous with the draining part is provided at an outer corner or an inner corner of the outer wall. .

【0011】又、請求項5記載の水切り構造の施工方法
は、請求項1〜4記載の水切り材の取付け片を外壁下端
部の裏面側に水密状態で建物構造体に取り付け、傾斜片
の裏面を接着剤にて基礎天端部に接合する工程で、外壁
下端部と水切り材の傾斜片の間にくさび形状のスペーサ
ーを挿入し、接着剤の硬化後に前記スペーサーを取り外
すことを特徴とする。
According to a fifth aspect of the present invention, there is provided a method for mounting a drainage structure, wherein the mounting piece of the drainage material according to any one of the first to fourth aspects is attached to the building structure in a watertight manner on the back side of the lower end of the outer wall, In the step of bonding the base to the base top end with an adhesive, a wedge-shaped spacer is inserted between the lower end of the outer wall and the inclined piece of the drainer, and the spacer is removed after the adhesive is cured.

【0012】又、請求項6記載の水切り構造の施工方法
は、前記スペーサーが、弾性を有するゴムで形成されて
いることを特徴とする。
[0012] According to a sixth aspect of the present invention, in the method of constructing a drain structure, the spacer is formed of rubber having elasticity.

【0013】[0013]

【作用】請求項1記載の水切り構造においては、外壁下
端部と基礎天端部との隙間に位置し、基礎天端部を覆い
隠して外壁面を伝わる雨水を基礎外へ導く水切り構造に
おいて、水切り材が外壁下端部の裏面側に水密状態で建
物構造体に取り付けられる取付け片と、取付け片から下
方に傾斜して設けられた傾斜片と、傾斜片の末端に垂設
された垂下片とからなり、傾斜片の裏面が基礎天端部に
接合されているので、建物構造体と水切り材との間は確
実に水密状態が保持されて雨水の室内側への浸入を防止
する。また、外壁下端部と基礎の隙間から建物構造体が
見えず外観意匠性も優れる。
The draining structure according to claim 1, wherein the draining structure is located in a gap between the lower end of the outer wall and the top end of the foundation, covers the top end of the foundation, and guides rainwater transmitted along the outer wall to the outside of the foundation. A mounting piece in which the draining material is attached to the building structure in a watertight state on the back side of the lower end of the outer wall, an inclined piece provided inclined downward from the mounting piece, and a hanging piece vertically provided at an end of the inclined piece. Since the back surface of the inclined piece is joined to the top end of the foundation, a watertight state is reliably maintained between the building structure and the draining material, thereby preventing rainwater from entering the indoor side. Also, the building structure is not visible from the gap between the lower end of the outer wall and the foundation, and the appearance and design are excellent.

【0014】また、請求項2記載の水切り構造において
は、前記水切り材が建物設置後に取り付けられ、前記傾
斜片が基礎天端部に接着剤にて接合されているので、水
切り材が基礎天端部に確実に接合されて基礎と水切り材
との隙間からの雨水の吹き込みを防いで雨水の室内側へ
の浸入を防止する。また、基礎の長手方向に渡って、水
切り材が基礎天端部に確実に固定されるので、局部的な
水切り材の浮き上がりが防止され、外観が意匠性にも優
れる。
In the draining structure according to the second aspect of the present invention, the draining member is attached after the building is installed, and the inclined piece is bonded to the base top end with an adhesive. It is securely joined to the section to prevent rainwater from being blown from the gap between the foundation and the drainer, thereby preventing rainwater from entering the room. In addition, since the drainage material is securely fixed to the top end of the foundation over the longitudinal direction of the foundation, local floating of the drainage material is prevented, and the appearance is excellent in design.

【0015】更に、請求項3記載の水切り構造において
は、前記傾斜片が上方に凸状に湾曲して形成されている
ので、基礎の長手方向に渡って、基礎天端表面に凹凸が
あったとしても、傾斜片が湾曲しているので、その凹凸
に追随して、外観意匠性に優れ、剛性を保持する。
Further, in the drainage structure according to the third aspect, since the inclined piece is formed to be curved upwardly convexly, the surface of the top end of the foundation has irregularities in the longitudinal direction of the foundation. Even so, since the inclined piece is curved, it follows the unevenness, is excellent in external design, and maintains rigidity.

【0016】更に、請求項4記載の水切り構造において
は、前記外壁の出隅部または入隅部に、前記水切り材と
連続する水切り材出隅または水切り材入隅を設けている
ので、出隅部または入隅部における水切り構造の施工が
容易となり、現場作業の工期を短縮出来る。
Further, in the draining structure according to the fourth aspect, a draining material outgoing corner or a draining material entering corner which is continuous with the draining material is provided at an outer corner or an inner corner of the outer wall. The construction of the draining structure at the part or the corner is facilitated, and the construction period of the on-site work can be shortened.

【0017】請求項5記載の水切り構造の施工方法にお
いては、水切り材の取付け片を外壁下端部の裏面側に水
密状態で建物構造体に取り付け、傾斜片の裏面を接着剤
にて基礎天端部に接合する工程で、外壁下端部と水切り
材の傾斜片の間にくさび形状のスペーサーを打ち込み、
接着剤の硬化後に前記スペーサーを取り外すものである
から、打ち込んだスペーサーによって傾斜片が基礎天端
部に圧接されて、接着剤が押し広げられ、押圧状態で接
着剤が硬化し、接着を確実なものとすることができる。
According to a fifth aspect of the present invention, there is provided a method of constructing a draining structure, wherein a mounting piece of a draining material is attached to a building structure in a watertight manner on a back side of a lower end portion of an outer wall, and a back face of the inclined piece is attached to a base top with an adhesive. In the process of joining to the part, drive a wedge-shaped spacer between the lower end of the outer wall and the inclined piece of the drainer,
Since the spacer is removed after the adhesive is cured, the inclined piece is pressed into contact with the top end of the base by the driven spacer, the adhesive is spread, and the adhesive is cured in the pressed state, thereby ensuring the adhesion. Things.

【0018】請求項6記載の水切り構造の施工方法は、
スペーサーが、弾性を有するゴムで形成されているの
で、水切り材の表面を傷つけることがない。また、傾斜
片が微妙なRで湾曲していても、スペーサーの弾性変形
によって追随できる。
According to a sixth aspect of the present invention, there is provided a method for constructing a draining structure.
Since the spacer is formed of rubber having elasticity, the surface of the drainer is not damaged. Further, even if the inclined piece is curved with a slight radius, it can follow the elastic deformation of the spacer.

【0019】[0019]

【発明の実施の形態】以下、本発明の実施の形態を図面
を参照して説明する。図1〜4は、本発明の水切り構造
の一実施例を示す。図1は、水切り構造の断面図を示
し、図2は水切り材の断面図、図3は水切り材の斜視
図、図4は水切り材の継ぎ及びエンドキャップ取り付け
状態を示す断面図を示す。図において、建物が柱と梁を
接合して略箱形に形成されたユニット建物において、符
号1は基礎、2は外壁、3はアルミ製水切り材、30は
継ぎ及びエンドキャップ部材、4はブチルゴムテープの
弾性体、5は外壁パネルを建物構造体に取着するために
外壁パネル裏面に固定されたフレームである桟、6は床
梁、及び7は柱と梁を接合するジョイントピースであ
る。
Embodiments of the present invention will be described below with reference to the drawings. 1 to 4 show an embodiment of the draining structure of the present invention. 1 shows a sectional view of the draining structure, FIG. 2 shows a sectional view of the draining member, FIG. 3 shows a perspective view of the draining member, and FIG. 4 shows a sectional view showing a splicing state of the draining member and an end cap attached state. In the figure, in a unit building in which a building is formed in a substantially box shape by joining columns and beams, reference numeral 1 denotes a foundation, 2 denotes an outer wall, 3 denotes an aluminum drainer, 30 denotes a joint and end cap member, and 4 denotes butyl rubber. Elastic body of tape, 5 is a bar which is a frame fixed to the back surface of the outer wall panel for attaching the outer wall panel to the building structure, 6 is a floor beam, and 7 is a joint piece for joining the column and the beam.

【0020】図1に示すように、本発明の水切り構造
は、建物の外壁2の下端部と基礎1天端部との隙間をア
ルミ製水切り材3の取付け片31の裏面にブチルゴムテ
ープ4が貼付けられており床梁6、または、コーナー部
においてはジョイントピース7に押圧され水密を保持
し、傾斜片34で基礎天端部分を覆い、傾斜片34の裏
面に複数の脚部32が取り付けられ、基礎天端部とモル
タル系接着剤10で接合されている。このため、雨水の
室内側への浸入を防止することができる。また、水切り
材3は耐侯性、意匠性に優れたアルミ型材を使用してい
るので外観意匠性が優れる。更に、垂下片33は基礎立
上り壁との距離D≒10mmの間隔を保持して固定され
る。 このため、基礎立ち上がり部表面のモルタル刷毛
引き仕上げが容易となり、美麗に仕上げることができ
る。
As shown in FIG. 1, in the draining structure of the present invention, a gap between the lower end of the outer wall 2 of the building and the top end of the foundation 1 is provided with a butyl rubber tape 4 on the back surface of the mounting piece 31 of the aluminum drainer 3. At the floor beam 6, or at the corner, it is pressed by the joint piece 7 to maintain watertightness, the top of the foundation is covered with the inclined piece 34, and a plurality of legs 32 are attached to the back surface of the inclined piece 34. And the mortar-based adhesive 10. For this reason, it is possible to prevent rainwater from entering the indoor side. In addition, since the drainer 3 is made of an aluminum material having excellent weather resistance and design, the appearance and design are excellent. Further, the hanging piece 33 is fixed with a distance D ≒ 10 mm from the foundation rising wall. For this reason, mortar brushing of the surface of the foundation rising portion becomes easy, and it is possible to finish beautifully.

【0021】図2、3に示すように、水切り材3は取付
け片31にブチルゴムテープ4が貼付けられ、傾斜片3
4は断面R=700mmの曲率を有して、垂下片33が
下方に垂下した長尺体である。傾斜片34の断面が曲面
であるので、長尺体の剛性を保持し、水切り材の取り扱
いが容易である。また、傾斜片34の裏面の脚部32は
3本足を有し、断面L字形をしており、取付け片31に
貼付されたブチルゴムテープ4を床梁6、またはジョイ
ントピース7に前方から押付けながら、3本の脚部32
を基礎天端部にモルタル系接着剤で接合する際、断面L
字形の脚部32にモルタル系接着剤がくい込み、接合が
確実に行われる。このため、より確実に雨水の室内側へ
の浸入を防止することができる。
As shown in FIGS. 2 and 3, the draining material 3 has a mounting piece 31 to which a butyl rubber tape 4 is attached,
Reference numeral 4 denotes a long body having a curvature of a cross section R = 700 mm and a hanging piece 33 hanging down. Since the cross section of the inclined piece 34 is a curved surface, the rigidity of the long body is maintained and the drainage material is easy to handle. The leg 32 on the back surface of the inclined piece 34 has three legs, has an L-shaped cross section, and presses the butyl rubber tape 4 attached to the mounting piece 31 against the floor beam 6 or the joint piece 7 from the front. While three legs 32
When joining with the mortar adhesive to the base top end,
The mortar-based adhesive is inserted into the L-shaped legs 32, and the bonding is reliably performed. Therefore, it is possible to more reliably prevent rainwater from entering the room.

【0022】又、図4に示すように、水切り材3の継ぎ
及び端部には継ぎ及びエンドキャップ部材30を継ぎ部
あるいは端部を覆うように取着する。即ち、継ぎ及びエ
ンドキャップ部材30の先端部301を水切り材3の取
付け片31の背面突起311に係止し、反対側の断面略
U字状の下端部302を垂下片33の端部に巻き込み係
止する。このため、水切り材3の継ぎ及び端部からの雨
水の室内側への浸入を縒り確実に防止すると共に、外観
意匠性にも優れた水切り構造となる。
As shown in FIG. 4, a splice and end cap member 30 is attached to the splice and end of the drainer 3 so as to cover the splice or end. That is, the front end portion 301 of the splicing and end cap member 30 is engaged with the rear projection 311 of the mounting piece 31 of the drainer 3, and the lower end 302 having a substantially U-shaped cross section on the opposite side is wound around the end of the hanging piece 33. Lock. For this reason, the sprinkling of the draining material 3 and the infiltration of rainwater into the room from the end portion can be reliably prevented by twisting, and a draining structure excellent in appearance design can be obtained.

【0023】図5〜図8は、本発明の別の実施例であっ
て、図5(イ)図は水切り構造の施工方法を示す断面
図、(ロ)図はスペーサーの斜視図、(ハ)図はスペー
サーを逆向きにして使用する施工方法を示す断面図であ
る。図6は水切り材の取付け方法を示す説明図である。
図7は水切り材出隅であって、(イ)図は平面図、
(ロ)図は(イ)図のA−A線における断面図、図8は
水切り材入隅であって、(イ)図は平面図、(ロ)図は
(イ)図のA−A線における断面図である。本実施例に
おいて、前記実施例と同じものには同符号を付けて説明
を省略し、異なるものだけ別符合を付けて説明する。
FIGS. 5 to 8 show another embodiment of the present invention. FIG. 5 (a) is a cross-sectional view showing a construction method of a draining structure, FIG. 5 (b) is a perspective view of a spacer, and FIG. The figure is a cross-sectional view showing a construction method in which the spacer is used in an inverted direction. FIG. 6 is an explanatory view showing a method of attaching a drainer.
FIG. 7 is a corner of the draining material, (a) is a plan view,
(B) is a cross-sectional view taken along the line AA in (a), FIG. 8 is a corner for draining material, (a) is a plan view, and (b) is AA in (a). It is sectional drawing in a line. In the present embodiment, the same components as those in the above embodiment are denoted by the same reference numerals, and the description thereof will be omitted.

【0024】本実施例の水切り構造においては、図6に
示すように、外壁2が出隅部を有する場合、出隅部に前
記水切り材3と連続する水切り材出隅3Aを設ける。上
記水切り材出隅3Aは、図7に示すように、平面視略L
字形になされ、断面形状は前記水切り材3と同形状にな
されている。すなわち、水切り材出隅3Aは、取付け片
31と、取付け片31から下方に傾斜して設けられた傾
斜片34と、傾斜片34の末端に垂設ささた垂下片33
とからなり、傾斜片34の裏面には脚部32が設けられ
ている。そして、傾斜片34は上方が凸状に湾曲して形
成されており、取付け片31には弾性体4がL字状に折
り曲げて貼設されている。
In the draining structure of the present embodiment, as shown in FIG. 6, when the outer wall 2 has a protruding corner, a protruding corner 3A which is continuous with the draining material 3 is provided at the protruding corner. As shown in FIG. 7, the draining material protruding corner 3A is substantially L in plan view.
The cross-sectional shape is the same as that of the drainer 3. That is, the draining material protruding corner 3A is provided with a mounting piece 31, an inclined piece 34 provided to be inclined downward from the mounting piece 31, and a hanging piece 33 provided at the end of the inclined piece 34.
The leg 32 is provided on the back surface of the inclined piece 34. The inclined piece 34 is formed so that the upper part is curved in a convex shape, and the elastic body 4 is bent and attached to the attachment piece 31 in an L-shape.

【0025】また、外壁2が入隅部を有する場合(不図
示)は、この入隅部に前記水切り材3と連続する水切り
材入隅3Bを設ける。上記水切り材入隅3Bは、図8に
示すように、上記水切り材出隅3Aと同様、平面視略L
字形になされ、断面形状は前記水切り材3と同形状にな
されている。すなわち、水切り材入隅3Bは、取付け片
31と、取付け片31から下方に傾斜して設けられた傾
斜片34と、傾斜片34の末端に垂設された垂下片33
とからなり、傾斜片34の裏面には脚部32が設けられ
ている。そして、傾斜片34は上方が凸状に湾曲して形
成されており、取付け片31には弾性体4がL字状に折
り曲げて貼設されている。
When the outer wall 2 has a corner (not shown), a draining material entering corner 3B continuous with the draining material 3 is provided at this corner. As shown in FIG. 8, the draining material entering corner 3B is substantially L-shaped in plan view similarly to the draining material appearing corner 3A.
The cross-sectional shape is the same as that of the drainer 3. That is, the draining material entering corner 3 </ b> B includes a mounting piece 31, an inclined piece 34 provided to be inclined downward from the mounting piece 31, and a hanging piece 33 vertically provided at the end of the inclined piece 34.
The leg 32 is provided on the back surface of the inclined piece 34. The inclined piece 34 is formed so that the upper part is curved in a convex shape, and the elastic body 4 is bent and attached to the attachment piece 31 in an L-shape.

【0026】本実施例は、上記水切り構造の施工方法を
示すものであって、図5(イ)図に示すように、水切り
材3の取付け片31を外壁2下端部の裏面側に水密状態
で床梁6に取り付け、傾斜片34の裏面を接着剤10に
て基礎1天端部に接合して、水切り材3を取り付ける。
This embodiment shows a method of constructing the above-mentioned draining structure. As shown in FIG. 5 (a), the mounting piece 31 of the draining member 3 is attached to the back side of the lower end of the outer wall 2 in a watertight state. Then, the back surface of the inclined piece 34 is joined to the top end of the foundation 1 with the adhesive 10 and the drainer 3 is attached.

【0027】上記においては、先ず一か所基準の場所を
決め、水切り材出隅3A(または水切り材入隅3B)か
ら取り付け、その両横に水切り材3、3を取り付け、継
ぎ部分には前記エンドキャップ部材30を取り付けてい
く。このとき、水切り材出隅3Aの出寸法は、その両横
の水切り材3、3の出寸法に合わせる。出隅部の両側で
水切り材3、3の出寸法が異なるときには、これに対応
した形状の水切り材出隅を使用する。入隅部においても
同様である。
In the above, first, a reference position is determined, and the draining material is mounted from the corner 3A (or the corner 3B) into the draining material, and the draining materials 3, 3 are mounted on both sides thereof. The end cap member 30 is attached. At this time, the protrusion dimensions of the draining material protruding corners 3A are adjusted to the protrusion dimensions of the draining members 3 on both sides thereof. When the projecting dimensions of the drainers 3, 3 are different on both sides of the projecting corner, a projecting corner of a shape corresponding to this is used. The same applies to the corners.

【0028】水切り材3の取付け方法は、図6に示すよ
うに、裏返しにした水切り材3の裏面側に、脚部32が
隠れるくらいビニル袋101入りの接着剤10を押し出
して多めに盛り、これを反転させて取付け片31を弾性
体4を介して床梁6に取り付ける。そして、外壁2下端
部と水切り材3の傾斜片34の間にくさび形状のスペー
サー20を打ち込み、水切り材3の脚部32を基礎1天
端部に押しつけると共に、取付け片31を床梁6の側面
に押圧し、弾性体4の反発を止めて、水切り材3の出寸
法を調整していく。その後、全体の段差、浮き、通りを
修正した後、水切り材3表面を綺麗に拭き取り、養生の
ため一日以上触れないように放置する。そして、接着剤
10が硬化後に前記スペーサー20を取り外す。
As shown in FIG. 6, the method of attaching the drainer 3 is as follows. The adhesive 10 containing the vinyl bag 101 is pushed out to the rear side of the inverted drainer 3 so that the legs 32 are hidden, and the drainer 3 is overfilled. This is turned over, and the mounting piece 31 is mounted on the floor beam 6 via the elastic body 4. Then, a wedge-shaped spacer 20 is driven between the lower end of the outer wall 2 and the inclined piece 34 of the drainer 3, the leg 32 of the drainer 3 is pressed against the top end of the foundation 1, and the mounting piece 31 is attached to the floor beam 6. By pressing against the side surface, the rebound of the elastic body 4 is stopped, and the protrusion dimension of the drainer 3 is adjusted. Then, after correcting the overall steps, floating, and streets, the surface of the drainer 3 is wiped clean, and left untouched for more than one day for curing. Then, after the adhesive 10 is cured, the spacer 20 is removed.

【0029】上記スペーサー20は、エチレンプロピレ
ンジエン三元共重合体(EPDM)等の弾性を有する合
成ゴムで形成され、図5(ロ)図に示すように、断面略
三角形のスペーサー本体21の底辺後端部に突出部22
が設けられている。上記突出部22の高さは5mm程度
に、底辺の長さは30mmに、突出部22を含む高さは
19mmになされ、スペーサー20の長さは75mmに
なされている。外壁2と水切り材3との間隙が予想以上
の悪精度により拡がっている場合には、図5(ハ)図に
示すように、スペーサー20を上下反転させて突出部2
2を水切り材3に当接することで、上記広い間隙に対応
でき水切り材3を強く固定することができる。
The spacer 20 is formed of an elastic synthetic rubber such as ethylene propylene diene terpolymer (EPDM) or the like, and as shown in FIG. Projection 22 at rear end
Is provided. The height of the protrusion 22 is about 5 mm, the length of the base is 30 mm, the height including the protrusion 22 is 19 mm, and the length of the spacer 20 is 75 mm. If the gap between the outer wall 2 and the draining material 3 is widened with an unacceptably high accuracy than expected, the spacer 20 is turned upside down as shown in FIG.
By contacting the draining member 2 with the draining member 3, the draining member 3 can be strongly fixed because it can cope with the wide gap.

【0030】上記本実施例の水切り構造によると、外壁
2の出隅部または入隅部に、前記水切り材3と連続する
水切り材出隅3Aまたは水切り材入隅3Bを設けている
ので、出隅部または入隅部における水切り構造の施工が
容易となり、現場作業の工期を短縮出来る。
According to the draining structure of the present embodiment, a draining material outgoing corner 3A or a draining material entering corner 3B which is continuous with the draining material 3 is provided at an outer corner or an inner corner of the outer wall 2. The construction of the drainage structure at the corner or in the corner becomes easy, and the construction period of the on-site work can be shortened.

【0031】また、上記本実施例の水切り構造の施工方
法によると、水切り材3の取付け片31を外壁2下端部
の裏面側に水密状態で床梁6に取り付け、傾斜片34の
裏面を接着剤10にて基礎1天端部に接合する工程で、
外壁2下端部と水切り材3の傾斜片34の間にくさび形
状のスペーサー20を打ち込み、接着剤10の硬化後に
前記スペーサー20を取り外すものであるから、打ち込
んだスペーサー20によって傾斜片34が基礎1天端部
に圧接されて、接着剤10が押し広げられ、押圧状態で
接着剤10が硬化し、接着を確実なものとすることがで
きる。
Further, according to the construction method of the draining structure of the present embodiment, the mounting piece 31 of the draining material 3 is attached to the floor beam 6 in a watertight state on the back side of the lower end of the outer wall 2, and the back side of the inclined piece 34 is bonded. In the step of joining to the top end of the foundation 1 with agent 10,
Since the wedge-shaped spacer 20 is driven between the lower end portion of the outer wall 2 and the inclined piece 34 of the drainer 3 and the spacer 20 is removed after the adhesive 10 is cured, the inclined piece 34 is formed by the driven spacer 20. The adhesive 10 is pressed against the top end to spread the adhesive, and the adhesive 10 is cured in the pressed state, so that the adhesion can be secured.

【0032】また、本実施例では、スペーサー20が、
弾性を有するゴムで形成されているので、水切り材3の
表面を傷つけることがない。また、傾斜片34が微妙な
Rで湾曲していても、スペーサー20の弾性変形によっ
て追随できる。また、上記スペーサー20は、何回も繰
り返し使用できるので経済的である。
In this embodiment, the spacer 20 is
Since it is formed of elastic rubber, the surface of the drainer 3 is not damaged. Further, even if the inclined piece 34 is curved with a slight radius, it can follow the elastic deformation of the spacer 20. Further, the spacer 20 is economical because it can be used many times.

【0033】[0033]

【発明の効果】請求項1記載の水切り構造においては、
外壁下端部と基礎天端部との隙間に位置し、基礎天端部
を覆い隠して外壁面を伝わる雨水を基礎外へ導く水切り
構造において、水切り材が外壁下端部の裏面側に水密状
態で建物構造体に取り付けられる取付け片と、取付け片
から下方に傾斜して設けられた傾斜片と、傾斜片の末端
に垂設された垂下片とからなり、傾斜片の裏面が基礎天
端部に接合されているので、床梁部と水切り材との間は
確実に水密状態が保持されて雨水の室内側への浸入を防
止する。また、外壁下端部と基礎の隙間から構造体が見
えず外観意匠性も優れる。また、水切り材は耐侯性、意
匠性に優れたアルミ型材を使用しているので外観意匠性
が優れる。
According to the draining structure of the first aspect,
In the drainage structure located in the gap between the lower end of the outer wall and the top end of the foundation, covering the foundation top end and guiding rainwater transmitted through the outer wall to the outside of the foundation, the drainage material is watertight on the back side of the lower end of the outer wall. It consists of a mounting piece that is attached to the building structure, an inclined piece that is provided inclined downward from the mounting piece, and a hanging piece that is vertically installed at the end of the inclined piece, and the back surface of the inclined piece is at the top of the foundation. Since they are joined, a watertight state is reliably maintained between the floor beam portion and the drainage member, and infiltration of rainwater into the room is prevented. Further, the structure is not visible from the gap between the lower end portion of the outer wall and the foundation, and the appearance and design are excellent. In addition, since the drainage material uses an aluminum mold material having excellent weather resistance and design, the appearance and design are excellent.

【0034】また、請求項2記載の水切り構造において
は、前記水切り材が建物設置後に取り付けられ、前記傾
斜片が下方に垂設された脚部と基礎天端部とがモルタル
系接着剤にて接合されているので、床梁部と水切り材と
の間は弾性体が押圧状態でより確実に水密状態が保持さ
れ、且つ水切り材が基礎天端部に確実に接合されて基礎
と水切り材の隙間からの雨水の吹き込みを防いで雨水の
室内側への浸入を防止する。又、基礎の長手方向に渡っ
て、水切り材が基礎天端部に確実に固定されるので、局
部的な水切り材の浮き上がりが防止され、外観が意匠性
も優れる。
Further, in the draining structure according to the second aspect, the draining member is attached after the building is installed, and the legs on which the inclined pieces are vertically provided and the top end of the foundation are made of a mortar adhesive. Since it is joined, the elastic body is more reliably pressed between the floor beam and the draining material to maintain a watertight state, and the draining material is securely joined to the top end of the foundation, so that the foundation and the draining material can be joined together. Prevents rainwater from blowing from gaps to prevent rainwater from entering the room. In addition, since the drainage material is securely fixed to the top end of the foundation over the longitudinal direction of the foundation, local floating of the drainage material is prevented, and the appearance and design are excellent.

【0035】更に、請求項3記載の水切り構造において
は、前記傾斜片が上方に湾曲して形成されているので、
基礎の長手方向に渡って基礎天端表面に凹凸があったと
しても、傾斜片が湾曲しているので、その凹凸に追随し
て、外観意匠性に優れ、剛性を保持する。従って、水切
り構造として好適である。
Further, in the draining structure according to the third aspect, since the inclined piece is formed to be curved upward,
Even if there are irregularities on the surface of the top of the foundation over the longitudinal direction of the foundation, the inclined pieces are curved, so that they follow the irregularities and have excellent appearance and design, and maintain rigidity. Therefore, it is suitable as a draining structure.

【0036】更に、請求項4記載の水切り構造において
は、前記外壁の出隅部または入隅部に、前記水切り材と
相互に連続する水切り材出隅または水切り材入隅を設け
ているので、出隅部または入隅部における水切り構造の
施工が容易となり、現場作業の工期を短縮出来る。
Further, in the draining structure according to the fourth aspect of the present invention, since the outer corner or the inner corner of the outer wall is provided with a draining corner or a draining corner which is continuous with the draining material, The construction of the drainage structure at the outside corner or the inside corner becomes easy, and the construction period of the on-site work can be shortened.

【0037】請求項5記載の水切り構造の施工方法にお
いては、水切り材の取付け片を外壁下端部の裏面側に水
密状態で建物構造体に取り付け、傾斜片の裏面を接着剤
にて基礎天端部に接合する工程で、外壁下端部と水切り
材の傾斜片の間にくさび形状のスペーサーを打ち込み、
接着剤の硬化後に前記スペーサーを取り外すものである
から、打ち込んだスペーサーによって傾斜片が基礎天端
部に圧接されて、接着剤が押し広げられ、押圧状態で接
着剤が硬化し、接着を確実なものとすることができる。
According to a fifth aspect of the present invention, there is provided a method of constructing a draining structure, wherein a mounting piece of a draining material is attached to a building structure in a watertight state on a back side of a lower end portion of an outer wall, and a back face of the inclined piece is attached to a base top with an adhesive. In the process of joining to the part, drive a wedge-shaped spacer between the lower end of the outer wall and the inclined piece of the drainer,
Since the spacer is removed after the adhesive is cured, the inclined piece is pressed into contact with the top end of the base by the driven spacer, the adhesive is spread, and the adhesive is cured in the pressed state, thereby ensuring the adhesion. Things.

【0038】更に、請求項6記載の水切り構造の施工方
法は、スペーサーが、弾性を有するゴムで形成されてい
るので、水切り材の表面を傷つけることがない。また、
傾斜片が微妙なRで湾曲していても、スペーサーの弾性
変形によって追随できる。
Further, in the construction method of the drainage structure according to claim 6, since the spacer is formed of elastic rubber, the surface of the drainage material is not damaged. Also,
Even if the inclined piece is curved with a slight radius, it can follow the elastic deformation of the spacer.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の水切り構造の一例を示す断面図。FIG. 1 is a cross-sectional view showing an example of a draining structure according to the present invention.

【図2】図1に示す水切り材の拡大断面図。FIG. 2 is an enlarged sectional view of the drainer shown in FIG. 1;

【図3】図1に示す水切り材の拡大斜視図。FIG. 3 is an enlarged perspective view of the drainer shown in FIG. 1;

【図4】水切り材の継ぎ及びエンドキャップ部材の取付
け状態を示す断面図。
FIG. 4 is a cross-sectional view showing a splicing state of a drainer and an attached state of an end cap member.

【図5】本発明の別の実施例であって、(イ)図は水切
り構造の施工方法を示す断面図、(ロ)図はスペーサー
の斜視図、(ハ)図はスペーサーを逆向きにして使用す
る施工方法を示す断面図である。
FIG. 5 is another embodiment of the present invention, in which (a) is a cross-sectional view showing a method of constructing a drainage structure, (b) is a perspective view of a spacer, and (c) is a figure in which the spacer is turned upside down. It is sectional drawing which shows the construction method used.

【図6】水切り材の取付け方法を示す説明図である。FIG. 6 is an explanatory view showing a method of attaching a drainer.

【図7】水切り材出隅の説明図である。FIG. 7 is an explanatory view of a corner where a drainer is exposed.

【図8】水切り材入隅の説明である。FIG. 8 is an illustration of a corner into which a drainer is inserted.

【図9】従来の水切り構造を示す断面図。FIG. 9 is a sectional view showing a conventional drainer structure.

【符号の説明】[Explanation of symbols]

1 基礎 2 外壁 3 水切り材 3A 水切り材出隅 3B 水切り材入隅 4 弾性体 5 外壁桟 6 床梁 7 ジョイントピース 8 雨水 9 モルタル 10 接着剤 20 スペーサー 30 継ぎ及びエンドキャップ部材 301 継ぎ及びエンドキャップ部材先
端部 302 継ぎ及びエンドキャップ部材下
端部 31 取付け片 311 取付け片背面突起 32 脚部 33 垂下片 34 傾斜片
REFERENCE SIGNS LIST 1 foundation 2 outer wall 3 drainer 3A drainer corner 3B drainer corner 4 elastic body 5 outer wall bar 6 floor beam 7 joint piece 8 rainwater 9 mortar 10 adhesive 20 spacer 30 splice and end cap member 301 splice and end cap member Tip part 302 Splice and end cap member lower end part 31 Mounting piece 311 Mounting piece back projection 32 Leg 33 Hanging piece 34 Inclined piece

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 外壁下端部と基礎天端部との隙間に位置
し、基礎天端部を覆い隠して外壁面を伝わる雨水を基礎
外へ導く水切り構造において、水切り材が外壁下端部の
裏面側に水密状態で建物構造体に取り付けられる取付け
片と、取付け片から下方に傾斜して設けられた傾斜片
と、傾斜片の末端に垂設された垂下片とからなり、傾斜
片の裏面が基礎天端部に接合されていることを特徴とす
る水切り構造。
1. A draining structure which is located in a gap between a lower end of an outer wall and a top end of a foundation and covers the foundation top end to guide rainwater transmitted through an outer wall surface to the outside of the foundation. A mounting piece that is attached to the building structure in a watertight state on the side, an inclined piece that is provided to be inclined downward from the mounting piece, and a hanging piece that is vertically installed at the end of the inclined piece, A draining structure that is joined to the top of the foundation.
【請求項2】 前記水切り材が建物設置後に取り付けら
れ、前記傾斜片が下方に垂設された脚部と基礎天端部と
が接着剤にて接合されていることを特徴とする請求項1
記載の水切り構造。
2. The method according to claim 1, wherein the draining material is attached after installation of the building, and the inclined piece is attached to a downwardly extending leg and a top end of the foundation with an adhesive.
Draining structure as described.
【請求項3】 前記傾斜片が上方に凸状に湾曲して形成
されていることを特徴とする請求項1、又は2記載の水
切り構造。
3. The draining structure according to claim 1, wherein the inclined piece is formed so as to be convexly curved upward.
【請求項4】 前記外壁の出隅部または入隅部に、前記
水切り材と相互に連続する水切り材出隅または水切り材
入隅を設けることを特徴とする請求項1〜3のいずか1
項に記載の水切り構造。
4. A draining material emergent corner or a draining material entering corner which is continuous with the draining material is provided at a projecting corner or a entering corner of the outer wall. 1
Drainage structure according to item.
【請求項5】 請求項1〜4記載の水切り材の取付け片
を外壁下端部の裏面側に水密状態で建物構造体に取り付
け、傾斜片の裏面を接着剤にて基礎天端部に接合する工
程で、外壁下端部と水切り材の傾斜片の間にくさび形状
のスペーサーを打ち込み、接着剤の硬化後に前記スペー
サーを取り外すことを特徴とする水切り構造の施工方
法。
5. The mounting piece of the drainage material according to claim 1 is attached to the building structure in a watertight state on the back side of the lower end of the outer wall, and the back side of the inclined piece is joined to the top of the base with an adhesive. In a process, a wedge-shaped spacer is driven between a lower end portion of an outer wall and an inclined piece of a drainer, and the spacer is removed after the adhesive is cured.
【請求項6】 前記スペーサーが、弾性を有するゴムで
形成されていることを特徴とする請求項5記載の水切り
構造の施工方法。
6. The method according to claim 5, wherein the spacer is formed of rubber having elasticity.
JP11106651A 1998-07-23 1999-04-14 Throating structure and its execution Pending JP2000096725A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11106651A JP2000096725A (en) 1998-07-23 1999-04-14 Throating structure and its execution

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP10-208090 1998-07-23
JP20809098 1998-07-23
JP11106651A JP2000096725A (en) 1998-07-23 1999-04-14 Throating structure and its execution

Publications (1)

Publication Number Publication Date
JP2000096725A true JP2000096725A (en) 2000-04-04

Family

ID=26446773

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11106651A Pending JP2000096725A (en) 1998-07-23 1999-04-14 Throating structure and its execution

Country Status (1)

Country Link
JP (1) JP2000096725A (en)

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