JP2014095186A - Inter-floor wall structure - Google Patents

Inter-floor wall structure Download PDF

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JP2014095186A
JP2014095186A JP2012245699A JP2012245699A JP2014095186A JP 2014095186 A JP2014095186 A JP 2014095186A JP 2012245699 A JP2012245699 A JP 2012245699A JP 2012245699 A JP2012245699 A JP 2012245699A JP 2014095186 A JP2014095186 A JP 2014095186A
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floor
wall structure
interstory
wall
hole
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JP6148453B2 (en
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Masaru Kamata
勝 鎌田
Toyohiro Komaki
豊弘 古牧
Shiro Inoue
史朗 井上
Koji Kitamura
光二 北村
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Daiwa House Industry Co Ltd
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Daiwa House Industry Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide an inter-floor wall structure for passing rainwater infiltrating from an outer wall joint at an inter-floor upper part, and passing through an inter-floor throat to reach a lower part through a part of a vertical joint on an outer wall on an inter-floor lower side and discharging the rainwater outdoors on a lower end side of an outer wall.SOLUTION: In an inter-floor wall structure 100, an inter-floor throat 1 is provided at an inter-floor part where a beam 101 is arranged. In addition, an upper outer wall panel 2 is arranged on an upper side of the beam 101, and a lower outer wall panel 3 is arranged on a lower side of the beam 101. The inter-floor throat 1 has a gutter part 1a at a lower part of an outer side face and has a through hole part 1b for dropping water passing through the gutter part 1a downward at a bottom part of the gutter part 1a. The inter-floor throat 1 is arranged so that the through hole part 1b is located at an upper part of an upper end opening of a lower side hollow gasket 5 arranged in a vertical joint in the lower outer wall panel 3.

Description

この発明は、階間水切を備えた階間壁構造に関する。   The present invention relates to an interstory wall structure including an interstory drainage.

特許文献1には、中空押出成形板を縦置き配列して形成される外壁の排水構造に於いて、水抜縦穴を有するバックアップ材を、水切板の下部垂下片の前面に一体的に取付固定した第1内水切板と、上部に横溝を有するバックアップ材を水切板の下部垂下片の前面に一体的に取付固定した第2内水切板とを前記外壁の横目地内に並列して取付けて構成した外壁の排水構造が開示されている。   In Patent Document 1, in a drainage structure of an outer wall formed by vertically arranging hollow extrusion molded plates, a backup material having a drainage vertical hole is integrally attached and fixed to the front surface of the lower hanging piece of the draining plate. A first inner draining plate and a second inner draining plate in which a backup material having a lateral groove on the upper portion is integrally attached and fixed to the front surface of the lower hanging piece of the draining plate are mounted in parallel in the lateral joint of the outer wall. An outer wall drainage structure is disclosed.

また、特許文献2には、縦張りされた押出成形セメント板の縦目地と横目地との交差部に適用される押出成形セメント板の接合部止水構造が開示されている。具体的には、水切プレートが、水平片と起立片とからなる断面L字状で形成され、水切プレートの水平片が、縦目地を横断する位置で下側の押出成形セメント板と上側の押出成形セメント板との間に挟着され、上端を水平片の上面に開口させた排水管の下端が、下側の押出成形セメント板同士の間に形成される縦目地を貫通し外部へ開口したものとなっている。   Patent Document 2 discloses a water stop structure for an extruded cement board that is applied to an intersection between a vertical joint and a horizontal joint of an extruded cement board that has been stretched. Specifically, the draining plate is formed in an L-shaped cross section consisting of a horizontal piece and an upright piece, and the horizontal piece of the draining plate crosses the vertical joint at the lower extrusion cement board and the upper extrusion. The lower end of the drain pipe sandwiched between the molded cement boards and opened at the upper end of the horizontal piece opens through the vertical joint formed between the lower extruded cement boards. It has become a thing.

ところで、階間部に階間水切を備えた階間壁構造が知られている。従来の階間壁構造では、上記階間水切の下端に樋部は形成されておらず、外壁目地のシール不良箇所やシール劣化箇所から浸入して上記階間水切の下端に達した雨水は階間下部の横目地箇所から外壁表面に導かれていた。   By the way, the interstitial wall structure provided with the interstitial drainage in the interstory part is known. In the conventional interstitial wall structure, no ridge is formed at the lower end of the interfloor drainage. It was led to the outer wall surface from the horizontal joint at the lower part.

特開平11−229543号公報JP-A-11-229543 特開2005−213894号公報JP 2005-213894 A

しかしながら、上記従来の階間壁構造では、外壁目地から浸入して上記階間水切に至りその下端に達した雨水を階間下部の横目地箇所から外壁表面に導くので、雨水の排水はできるけれども見栄えが悪いという欠点がある。また、強風時には屋外側から上記階間水切の側へと水が逆流するおそれがある。   However, in the above conventional interstitial wall structure, rainwater that has entered the outer wall joints, drained the interstory floor, and reached the lower end of the interstitial wall from the horizontal joints at the lower part of the interfloor to the outer wall surface. There is a drawback that it looks bad. In addition, during strong winds, water may flow backward from the outdoor side to the floor drainage side.

この発明は、上記の事情に鑑み、階間上方の外壁目地から浸入して階間水切を伝って下部に達した雨水を、階間下側外壁における縦目地を用い、地上に近い位置で屋外に排出することを可能にする階間壁構造を提供することを課題とする。   In view of the above circumstances, the present invention uses a vertical joint on the lower outer wall of the interfloor drained from the outer wall joint above the floor and reached the lower part of the floor, and is outdoors at a position close to the ground. It is an object of the present invention to provide an interstitial wall structure that makes it possible to discharge to the floor.

この発明の階間壁構造は、上記の課題を解決するために、外側面の下部側に樋部を有するとともに上記樋部に当該樋部を通る水を下方に落とす貫通穴部を有した階間水切を、上記貫通穴部が階間下側外壁における縦目地に配置された下側中空ガスケットの上端開口に位置するように、階間部に配置したことを特徴とする。   In order to solve the above-described problem, the interstitial wall structure of the present invention has a flange portion on the lower side of the outer side surface and a through-hole portion in which the water passing through the flange portion is dropped downward in the flange portion. The inter-drain drainage is arranged in the interstices so that the through hole is located at the upper end opening of the lower hollow gasket disposed in the vertical joint on the interstory lower outer wall.

上記の構成であれば、階間上方の外壁目地から浸入して階間水切を伝ってその下部に達した雨水を、上記樋部で受けて上記貫通穴部から上記下側中空ガスケット内に流し、地上に近い位置で屋外に排出することが可能になる。   If it is said structure, it will permeate into the lower hollow gasket from the said through-hole part which receives the rainwater which penetrate | invaded from the outer wall joint above the floor and reached the lower part through the drainage of the floor and received in the said collar part. It becomes possible to discharge to the outdoors at a position close to the ground.

上記階間水切は、複数の階間水切本体部と、上記階間水切本体部を連結するジョイント部とからなり、上記ジョイント部に上記貫通穴部が形成されていてもよい。これによれば、上記貫通穴部を有する階間水切を一体物で形成する場合に比べてコスト低減が図れる。   The inter-floor drainage includes a plurality of inter-floor drainage main body portions and a joint portion that connects the inter-floor drainage main body portions, and the through hole portion may be formed in the joint portion. According to this, compared with the case where the floor drainage which has the said through-hole part is formed in one piece, cost reduction can be aimed at.

上記ジョイント部として上記貫通穴部が形成されていない無穴ジョイント部を有し、上記無穴ジョイント部が位置する側を水上とし、上記貫通穴部が形成された上記ジョイント部が位置する側を水下とする水勾配を付けて上記階間水切本体部が設けられていてもよい。これによれば、上記貫通穴部の配置間隔を長くする場合でも上記樋部内の水を円滑に上記貫通穴部に流すことができる。   The joint part has a non-hole joint part in which the through-hole part is not formed, the side on which the non-hole joint part is located is water, and the side on which the joint part in which the through-hole part is formed is located The above-mentioned floor draining main body may be provided with a water gradient under water. According to this, even in the case where the arrangement interval of the through hole portions is increased, the water in the collar portion can be smoothly flowed into the through hole portion.

上記階間下側外壁の裏面に配置された上側下地板の上面側に水切板が設けられており、この水切板上に上記樋部が位置していてもよい。これによれば、上記樋部から水が溢れてその下面に至ったとしても、上記水切板によって水が上記上側下地板にしみ込むのを防止することができる。   A draining plate may be provided on the upper surface side of the upper base plate disposed on the back surface of the lower outer wall between the floors, and the flange may be located on the draining plate. According to this, even if water overflows from the collar and reaches its lower surface, the water drain plate can prevent water from penetrating into the upper base plate.

階間上側外壁における縦目地に設けられる上側中空ガスケットを通して水が上記階間水切に導かれるようにしてもよい。これによれば、当該階間壁構造が設けられた階間部に上層階の箇所で集められた雨水を導くことができる。   Water may be guided to the interstory drain through the upper hollow gasket provided at the vertical joint in the upper outer wall of the interstory. According to this, it is possible to guide rainwater collected at the location of the upper floor to the inter-floor portion where the inter-floor wall structure is provided.

上記上側中空ガスケットの下部の外側位置から上記樋部の内に至るシーリング下地部材が上記貫通穴部の上方位置に設けられていてもよい。これによれば、上記貫通穴部からその上方にかけて階間部の縦目地のシーリングを行う場合に、このシーリングを上記シーリング下地部材によって適切に行うことができる。   A sealing base member extending from the outer position of the lower part of the upper hollow gasket to the inside of the flange may be provided at a position above the through hole. According to this, when sealing the vertical joint of the interstory part from the said through-hole part to the upper direction, this sealing can be performed appropriately with the said sealing foundation | substrate member.

上記階間水切の上部が上記上側中空ガスケットの下部裏側に位置してもよい。これによれば、上記上側中空ガスケットの下端から落ちる雨水を上記階間水切の上記外側面に垂らして上記樋部に導くことができる。   The upper part of the floor drainage may be located on the lower back side of the upper hollow gasket. According to this, the rain water falling from the lower end of the upper hollow gasket can be hung on the outer side surface of the floor drainage and guided to the flange.

上記階間上側外壁の裏面に配置された下側下地板の表側に水切板が設けられていてもよい。これによれば、階間上方の外壁目地から浸入した雨水を上記下側下地板にしみ込ませずに上記水切板で上記階間水切へと導くことが可能になる。   A draining plate may be provided on the front side of the lower base plate disposed on the back surface of the interstory upper outer wall. According to this, it becomes possible to guide the rainwater that has entered from the outer wall joint above the floor to the floor floor drainage by the water drainage plate without entering the lower base plate.

本発明であれば、階間上方の外壁目地から浸入して階間水切を伝ってその下部に達した雨水を、上記樋部で受けて上記貫通穴部から上記下側中空ガスケット内に流し、地上に近い位置で屋外に排出することが可能になるという効果を奏する。   If it is the present invention, rainwater that has entered the lower wall upper floor between floors and has passed through the water drainage between floors and reached the lower part thereof, is received by the heel part and flows into the lower hollow gasket from the through hole part, There is an effect that it is possible to discharge to the outdoors at a position close to the ground.

この発明の実施形態の階間壁構造の縦断面の説明図である。It is explanatory drawing of the longitudinal cross-section of the interstory wall structure of embodiment of this invention. 図1の階間壁構造の部材配置を正面側から示した説明図である。It is explanatory drawing which showed the member arrangement | positioning of the interstitial wall structure of FIG. 1 from the front side. 同図(A)はジョイント部の正面図であり、同図(B)はシーリング下地部材の正面図であり、同図(C)は裏面上金具の正面図である。FIG. 4A is a front view of the joint portion, FIG. 4B is a front view of the sealing base member, and FIG. 4C is a front view of the back upper metal fitting. 図1の階間壁構造の概略の横断面図である。It is a schematic cross-sectional view of the interstitial wall structure of FIG. 図1の階間壁構造の施工段階を示した説明図である。It is explanatory drawing which showed the construction step of the interstitial wall structure of FIG. 図1の階間壁構造の施工段階を示した説明図である。It is explanatory drawing which showed the construction step of the interstitial wall structure of FIG. 図6の階間壁構造の施工段階の部材配置を正面側から示した説明図である。It is explanatory drawing which showed the member arrangement | positioning of the construction stage of the interstitial wall structure of FIG. 6 from the front side. 図1の階間壁構造の施工段階を示した説明図である。It is explanatory drawing which showed the construction step of the interstitial wall structure of FIG. 図8の階間壁構造の施工段階の部材配置を正面側から示した説明図である。It is explanatory drawing which showed the member arrangement | positioning of the construction stage of the interstitial wall structure of FIG. 8 from the front side. 図1の階間壁構造の施工段階を示した説明図である。It is explanatory drawing which showed the construction step of the interstitial wall structure of FIG.

以下、この発明の実施の形態を添付図面に基づいて説明する。
図1および図2に示すように、この発明の実施形態の階間壁構造100においては、梁101が配置された階間部の外側に断熱材102が設けられており、上記断熱材102の外側を塞ぐようにして階間水切1が設けられる。また、上記梁101の上側には階間上側外壁である上外壁パネル2が配置されており、上記梁101の下側には階間下側外壁である下外壁パネル3が配置されている。
Embodiments of the present invention will be described below with reference to the accompanying drawings.
As shown in FIGS. 1 and 2, in the interstory wall structure 100 according to the embodiment of the present invention, a heat insulating material 102 is provided outside the interstory portion where the beam 101 is arranged. A floor drainer 1 is provided so as to close the outside. Further, an upper outer wall panel 2 which is an upper outer wall between floors is disposed on the upper side of the beam 101, and a lower outer wall panel 3 which is an lower outer wall between floors is disposed on the lower side of the beam 101.

上記階間水切1は、例えば防錆処理された金属板からなり、外側面の下部に樋部1aを有するとともに上記樋部1aの底部に当該樋部1aを通る水を下方に落とす貫通穴部1bを有する。上記樋部1aは、例えば、金属板の下端部を鉤状に折り曲げ加工することで形成されている。また、上記貫通穴部1bは、例えば、上記樋部1aの底部から下方に突出する凸部内に形成された貫通穴からなり、当該貫通穴から水が上記樋部1aの下面に裏漏りしにくいようになっている。また、上記階間水切1は、上記下外壁パネル3の上フレーム部3aの外面側の位置から上方に出て上記梁101の側に曲げられた形状を有しており、この曲げ部位から上方に真っ直ぐ延びて上記上外壁パネル2の下側下地板21の裏側に至っている。また、上記階間水切1の上端は、斜め内側に曲げられている。   The interfloor drainer 1 is made of, for example, a rust-proof metal plate, has a flange 1a at the lower portion of the outer surface, and has a through-hole portion that drops water passing through the flange 1a downward at the bottom of the flange 1a. 1b. The flange 1a is formed, for example, by bending a lower end portion of a metal plate into a hook shape. Moreover, the said through-hole part 1b consists of a through-hole formed in the convex part which protrudes below from the bottom part of the said collar part 1a, for example, and water does not leak into the lower surface of the said collar part 1a from the said through-hole. It is like that. The floor drainer 1 has a shape that protrudes upward from a position on the outer surface side of the upper frame portion 3a of the lower outer wall panel 3 and is bent toward the beam 101. It extends straight to the back side of the lower base plate 21 of the upper outer wall panel 2. Moreover, the upper end of the above-mentioned floor drainer 1 is bent diagonally inward.

また、上記階間水切1は、複数の階間水切本体部11と、上記階間水切本体部11を連結するジョイント部12とからなる。上記階間水切本体部11の長さは、例えば、910mm(1P)程度とされる。上記ジョイント部1における樋部1aの底部に上記貫通穴部1bが形成されている。図3(A)にも示すように、例えば、上記ジョイント部12の裏面側の6カ所にナット部12aが設けられており、上記6カ所のナット部12aの配置に対応して上記階間水切本体部11の両縁各3カ所に取り付け穴が形成されている。上記取り付け穴からボルトを差し込んで上記ナット部12aにねじ込むことで、上記階間水切本体部11同士が連結される。上記階間水切本体部11と上記ジョイント部12とは部分的に重なり、上記樋部1aも重なって連続したものとなる。上記樋部1aの上記重なる箇所等には水の漏れを防止するシール材を設けてもよい。また、上記の重なりにおいては、上記ジョイント部12の樋部1aは上記階間水切本体部11の樋部1aの下側に位置する。   The inter-floor drainer 1 includes a plurality of inter-floor drain body parts 11 and a joint part 12 connecting the inter-floor drain body parts 11. The length of the inter-floor draining main body 11 is, for example, about 910 mm (1P). The through hole 1b is formed at the bottom of the flange 1a in the joint 1. As shown in FIG. 3 (A), for example, nut portions 12a are provided at six locations on the back side of the joint portion 12, and the inter-floor drainage corresponding to the arrangement of the nut portions 12a at the six locations is provided. Attachment holes are formed at three positions on each side of the main body 11. By inserting a bolt from the mounting hole and screwing it into the nut portion 12a, the inter-floor draining main body portions 11 are connected. The floor draining main body 11 and the joint part 12 partially overlap, and the flange part 1a also overlaps and is continuous. You may provide the sealing material which prevents the leakage of water in the said overlapping part etc. of the said collar part 1a. Moreover, in said overlap, the collar part 1a of the said joint part 12 is located under the collar part 1a of the said floor draining main-body part 11. As shown in FIG.

上記階間水切1の上部の外側面には、挟み板13が設けられている。上記挟み板13の下端には取り付け穴13aが形成されており、また、この取り付け穴13aに対応して上記階間水切本体部11にも取り付け穴が形成されている。これら取り付け穴に挿通されたボルトにナットが装着されることにより上記挟み板13が上記階間水切本体部11に連結される。上記階間水切1の上端側と上記挟み板13とで上記上外壁パネル2の下側下地板21が挟まれる。   A sandwiching plate 13 is provided on the outer side surface of the upper part of the floor drainer 1. An attachment hole 13a is formed at the lower end of the sandwiching plate 13, and an attachment hole is also formed in the interstory draining main body 11 corresponding to the attachment hole 13a. By attaching nuts to the bolts inserted through these mounting holes, the sandwich plate 13 is connected to the inter-story draining main body 11. The lower base plate 21 of the upper outer wall panel 2 is sandwiched between the upper end side of the floor drainer 1 and the sandwich plate 13.

上記階間水切1は、上記貫通穴部1bが上記下外壁パネル3における縦目地に配置された下側中空ガスケット5の上端開口に位置するように配置される。なお、この実施形態では上記貫通穴部1bは上記下側中空ガスケット5の上端開口の上方に位置しているが、上端開口内に位置してもよい。また、上記上外壁パネル2における縦目地に配置された上側中空ガスケット4の下端開口が上記貫通穴部1bの上方に位置する。そして、上記階間水切1における上記ジョイント部12の上部が上記上側中空ガスケット4の下部裏側に位置する。上記下側中空ガスケット5の外側および上記上側中空ガスケット4の外側には1次防水材としてシーリング材Sが現場施工される。上記中空ガスケット4、5は2次防水材として機能する。   The interfloor drainer 1 is disposed such that the through hole 1b is positioned at the upper end opening of the lower hollow gasket 5 disposed at the vertical joint in the lower outer wall panel 3. In this embodiment, the through hole portion 1b is located above the upper end opening of the lower hollow gasket 5, but may be located in the upper end opening. Further, the lower end opening of the upper hollow gasket 4 arranged at the vertical joint in the upper outer wall panel 2 is located above the through hole portion 1b. And the upper part of the said joint part 12 in the said floor drainer 1 is located in the lower back side of the said upper side hollow gasket 4. FIG. On the outside of the lower hollow gasket 5 and the outer side of the upper hollow gasket 4, a sealing material S is applied on site as a primary waterproofing material. The hollow gaskets 4 and 5 function as secondary waterproof materials.

上記上側中空ガスケット4の下部の外面側の位置から上記樋部1aの内に至るシーリング下地部材6が上記貫通穴部1bの上方に位置するように設けられている。上記シーリング下地部材6は、図1においては点線で分かりやすく示している。上記シーリング下地部材6の下端部6aは内側に曲げられている。また、図3(B)にも示しているように、上記シーリング下地部材6は、中央縦方向に補強凸部6bを有している。   A sealing base member 6 extending from a position on the outer surface side of the lower portion of the upper hollow gasket 4 to the inside of the flange portion 1a is provided so as to be located above the through hole portion 1b. The sealing base member 6 is shown in an easy-to-understand manner with a dotted line in FIG. The lower end portion 6a of the sealing base member 6 is bent inward. Further, as shown in FIG. 3B, the sealing base member 6 has a reinforcing protrusion 6b in the central vertical direction.

上記上外壁パネル2の上記下側下地板21の表側には、例えば平板状の水切板22が設けられている。この水切板22の上部は上記上外壁パネル2と上記下側下地板21とに挟まれるように配置されている。   On the front side of the lower base plate 21 of the upper outer wall panel 2, for example, a flat draining plate 22 is provided. The upper part of the draining plate 22 is disposed so as to be sandwiched between the upper outer wall panel 2 and the lower base plate 21.

上記下外壁パネル3の上側下地板31の上面側に水切板32が設けられている。この水切板32は、例えば、上記下外壁パネル3の上フレーム3aの外面側に位置する内側垂直部と、この内側垂直部の下端に位置する水平部と、この水平部の外側端から垂直方向に垂下して上記上側下地板31の外側に位置する外側垂直部とからなり、当該水切板32の上記水平部上面に上記樋部1aの下面が位置している。   A draining plate 32 is provided on the upper surface side of the upper base plate 31 of the lower outer wall panel 3. The draining plate 32 includes, for example, an inner vertical portion located on the outer surface side of the upper frame 3a of the lower outer wall panel 3, a horizontal portion located at the lower end of the inner vertical portion, and a vertical direction from the outer end of the horizontal portion. And the lower surface of the flange 1 a is positioned on the upper surface of the horizontal portion of the draining plate 32.

上記階間水切1の下部側は上記水切板32の上記内側垂直部の外側に位置しており、当該下部側はビス15によって、上記下外壁パネル3の上フレーム部3aに固定される。   The lower side of the floor drainer 1 is located outside the inner vertical part of the drainage plate 32, and the lower side is fixed to the upper frame part 3 a of the lower outer wall panel 3 by screws 15.

胴差面材7の裏面上部には、例えば4個の裏面上金具71がそれぞれ2個のビス72によって固定されている。上記裏面上金具71には、図3(C)にも示しているように、上端部に取り付け穴71aが形成されており、この取り付け穴71aに挿通したビス73によって胴差面材7の上部は、上記上外壁パネル2の上記下側下地21に固定される。   For example, four back upper metal parts 71 are fixed to the upper part of the back surface of the trunk difference surface material 7 by two screws 72, respectively. As shown in FIG. 3C, the rear upper metal fitting 71 has an attachment hole 71a formed at the upper end, and the upper portion of the body difference face material 7 is formed by a screw 73 inserted through the attachment hole 71a. Is fixed to the lower base 21 of the upper outer wall panel 2.

また、胴差面材7の裏面下部には、横に長い裏面下金具74が上記シーリング下地部材6に干渉しない配置でビス75によって固定されている。上記裏面下金具74の上端は内側下向きに曲げられている。また、上記裏面下金具74には、下端部に取り付け穴74aが形成されており、この取り付け穴74aに挿通したビス76によって胴差面材7の下部は、上記下外壁パネル3の上側下地板31に固定される。   In addition, a lower back metal fitting 74 that is long horizontally is fixed to the lower portion of the back surface of the trunk difference surface material 7 with a screw 75 so as not to interfere with the sealing base member 6. The upper end of the lower back metal fitting 74 is bent inward and downward. Further, the lower back metal fitting 74 has a mounting hole 74a formed at the lower end thereof, and the lower portion of the body difference face material 7 is connected to the upper base plate of the lower outer wall panel 3 by a screw 76 inserted through the mounting hole 74a. 31 is fixed.

図4に示すように、上記上外壁パネル2の縦目地には、柱8の外側となる位置において上記上側中空ガスケット4が配置される。上記柱8に接する側の上記上側中空ガスケット4の内側シール面は横幅が広く形成されており、上記上外壁パネル2の下地板と上記柱8の外側面との間に挟まり込んでいる。上側中空ガスケット4の外側シール面は上記上外壁パネル2の裏面に接している。そして、上記縦目地の位置の上側中空ガスケット4の外側面にシーリング材Sが施される。なお、上側中空ガスケット4は例えば上記内側シール面に設けた両面テープで上記柱8に接着される。また、このような構造と同様の構造で、上記下外壁パネル3の縦目地および上記下側中空ガスケット5等が配置される。   As shown in FIG. 4, the upper hollow gasket 4 is arranged on the vertical joint of the upper outer wall panel 2 at a position outside the pillar 8. The inner sealing surface of the upper hollow gasket 4 on the side in contact with the column 8 has a wide width, and is sandwiched between the base plate of the upper outer wall panel 2 and the outer surface of the column 8. The outer sealing surface of the upper hollow gasket 4 is in contact with the back surface of the upper outer wall panel 2. And the sealing material S is given to the outer surface of the upper hollow gasket 4 at the position of the vertical joint. The upper hollow gasket 4 is bonded to the pillar 8 with a double-sided tape provided on the inner seal surface, for example. Further, the vertical joint of the lower outer wall panel 3 and the lower hollow gasket 5 are arranged in a structure similar to the above structure.

図5〜図10は階間壁構造100の施工工程を示している。図5および図6に示すように、上記上外壁パネル2および上記下外壁パネル3が取り付けられた状態の階間部に、上記階間水切1をビス15にて固定する。上記挟み板13と上記階間水切本体部11との連結は施工時には緩くされており、上記上外壁パネル2の下側下地板21に上記階間水切1の上部を容易に嵌め込むことができる。   5-10 has shown the construction process of the interstory wall structure 100. FIG. As shown in FIG. 5 and FIG. 6, the floor drainer 1 is fixed with screws 15 to the floor portion where the upper outer wall panel 2 and the lower outer wall panel 3 are attached. The connection between the sandwiching plate 13 and the floor draining main body 11 is loosened at the time of construction, and the upper portion of the floor draining 1 can be easily fitted into the lower base plate 21 of the upper outer wall panel 2. .

上記階間部に上記階間水切1をビス15にて固定した状態の正面視は、図7のように表される。   A front view of the state in which the interstory drainer 1 is fixed to the interstices with screws 15 is expressed as shown in FIG.

次に、図8に示すように、上記シーリング下地部材6を配置する。この状態の正面視は図9のように表される。そして、上記シーリング下地部材6の外側から胴差面材7をビス73およびビス76により取り付ける。   Next, as shown in FIG. 8, the sealing base member 6 is disposed. A front view of this state is represented as shown in FIG. Then, the body differential face material 7 is attached from the outside of the sealing base member 6 with screws 73 and 76.

以上説明したように、階間壁構造100は、上記樋部1aおよび上記貫通穴部1bを有した上記階間水切1を、上記貫通穴部1bが下外壁パネル3における縦目地に配置された下側中空ガスケット5の上端開口の上方に位置するように、階間部に配置したので、階間上方の外壁目地から浸入して階間水切1を伝って下部に達した雨水を、上記樋部1aで受けて上記貫通穴部1bから上記下側中空ガスケット5内に流し、下外壁パネル3における縦目地の箇所に通して外壁下端側で屋外に排出することが可能になる。   As described above, the interstitial wall structure 100 includes the interstory drainer 1 having the flange 1a and the through hole 1b, and the through hole 1b is disposed at a vertical joint in the lower outer wall panel 3. Since it is disposed in the interstices so as to be located above the upper end opening of the lower hollow gasket 5, the rainwater that has entered the outer wall joint above the interstices and has reached the lower part through the interstory drainer 1 It can be received by the portion 1a and flow into the lower hollow gasket 5 from the through hole portion 1b, and can be discharged to the outside at the lower end side of the outer wall through the vertical joint in the lower outer wall panel 3.

上記ジョイント部12とからなり、上記ジョイント部12に上記貫通穴部1bが形成されていると、階間水切1を一体物で形成する場合に比べてコスト低減が図れる。 When the joint portion 12 is formed and the through-hole portion 1b is formed in the joint portion 12, the cost can be reduced as compared with the case where the floor drainer 1 is integrally formed.

また、上記下外壁パネル3の裏面に配置された上側下地板31の上面側に水切板32が設けられており、この水切板32上上記樋部1aが位置していると、上記樋部1aから水が溢れてその下面に至ったとしても、上記水切板32によって水が上記上側下地板31にしみ込むのを防止することができる。   Further, a draining plate 32 is provided on the upper surface side of the upper base plate 31 disposed on the back surface of the lower outer wall panel 3, and when the flange portion 1a is located on the drainage plate 32, the flange portion 1a. Even if water overflows and reaches the lower surface, the water drain plate 32 can prevent water from penetrating into the upper base plate 31.

また、上記上外壁パネル2における縦目地に設けられる上側中空ガスケット4を通して水が上記階間水切に1導かれると、当該階間壁構造100が設けられた階間部に上層階の外壁あるいは他の階間部で集められた雨水を導くことができる。もちろん、上記他の階間部も上記階間壁構造100を有していてもよい。   Further, when water is led to the floor drainage through the upper hollow gasket 4 provided at the vertical joint in the upper outer wall panel 2, the outer wall of the upper floor or the like is placed in the interstory where the floor wall structure 100 is provided. Can collect rainwater collected in the interstory. Of course, the other interstory part may also have the interstory wall structure 100.

また、上記上側中空ガスケット4の下部の外側位置から上記樋部1aの内に至る上記シーリング下地部材6が上記貫通穴部1bの上方に設けられていると、上記貫通穴部1bからその上方にかけて階間部の目地シーリングを行う場合に、このシーリングを上記シーリング下地部材6によって適切に行うことができる。   Further, when the sealing base member 6 extending from the outer position of the lower portion of the upper hollow gasket 4 to the inside of the flange portion 1a is provided above the through hole portion 1b, from the through hole portion 1b to the upper portion thereof. In the case of performing joint sealing between the floors, this sealing can be appropriately performed by the sealing base member 6.

また、上記階間水切1の上部が、上記上側中空ガスケット4の下部裏側に位置していると、上記上側中空ガスケット4から落ちる雨水を上記階間水切1の上記外側面に垂らして上記樋部1aに確実に導くことができる。   Further, when the upper part of the interlevel drainage 1 is located on the lower back side of the upper hollow gasket 4, rain water falling from the upper hollow gasket 4 is dropped on the outer surface of the interstitial drainage 1, 1a can be surely guided.

また、上記上外壁パネル2の裏面に配置された下側下地板21の表側に水切板22が設けられていると、階間上方の外壁目地から浸入した雨水を上記下側下地板21にしみ込ませずに上記水切板22で上記階間水切1に導くことができる。   Further, when a draining plate 22 is provided on the front side of the lower base plate 21 disposed on the back surface of the upper outer wall panel 2, rainwater that has entered from the outer wall joint above the floor is soaked into the lower base plate 21. Instead, the water drain plate 22 can lead to the floor water drain 1.

ところで、上記階間水切本体部11の横長さを910mm×2(2P)程度として上記貫通穴部1bの配置間隔を長くする構成としたのでは、上記樋部1aを水が円滑に流れないおそれがある。そこで、上記貫通穴部1bが形成されていない無穴ジョイント部を有し、上記無穴ジョイント部が位置する側を水上とし、上記貫通穴部1bが形成された上記ジョイント部12が位置する側を水下とする水勾配を付けて上記階間水切本体部11が設けられるようにしてもよい。これによれば、上記貫通穴部1bの配置間隔が長くなる場合でも上記樋部1a内の水を円滑に上記貫通穴部1bに流すことができる。   By the way, if the horizontal length of the inter-floor drainage main body 11 is set to about 910 mm × 2 (2P) and the interval between the through-hole portions 1b is increased, water may not flow smoothly through the flange portion 1a. There is. Then, it has the non-hole joint part in which the said through-hole part 1b is not formed, the side in which the said non-hole joint part is located is made into water, and the side in which the said joint part 12 in which the said through-hole part 1b was formed is located The above-mentioned floor draining main body part 11 may be provided with a water gradient with the water below. According to this, even when the arrangement | positioning space | interval of the said through-hole part 1b becomes long, the water in the said collar part 1a can be smoothly poured into the said through-hole part 1b.

以上、図面を参照してこの発明の実施形態を説明したが、この発明は、図示した実施形態のものに限定されない。図示した実施形態に対して、この発明と同一の範囲内において、あるいは均等の範囲内において、種々の修正や変形を加えることが可能である。   As mentioned above, although embodiment of this invention was described with reference to drawings, this invention is not limited to the thing of embodiment shown in figure. Various modifications and variations can be made to the illustrated embodiment within the same range or equivalent range as the present invention.

1 階間水切
1a 樋部
1b 貫通穴部
11 階間水切本体部
12 ジョイント部
13 挟み板
2 上外壁パネル(階間上外壁)
21 下側下地板
22 水切板
3 下外壁パネル(階間下外壁)
31 上側下地板
32 水切板
4 上側中空ガスケット
5 下側中空ガスケット
6 シーリング下地部材
7 胴差面材
100 階間壁構造
DESCRIPTION OF SYMBOLS 1 Inter-floor drainage 1a Eaves part 1b Through-hole part 11 Inter-floor drainage main-body part 12 Joint part 13 Clip board 2 Upper outer wall panel (Upper outer wall between floors)
21 Lower base plate 22 Drain plate 3 Lower outer wall panel (lower outer wall between floors)
31 Upper base plate 32 Drain plate 4 Upper hollow gasket 5 Lower hollow gasket 6 Sealing base member 7 Body difference face material 100 Interstitial wall structure

Claims (8)

外側面の下部側に樋部を有するとともに上記樋部に当該樋部を通る水を下方に落とす貫通穴部を有した階間水切を、上記貫通穴部が階間下側外壁における縦目地に配置された下側中空ガスケットの上端開口に位置するように、階間部に配置したことを特徴とする階間壁構造。   An interfloor drainer having a flange on the lower side of the outer side surface and having a through hole for dropping the water passing through the flange downward in the flange, the through hole being a vertical joint on the lower outer wall of the floor An interstory wall structure, wherein the interstitial wall structure is disposed in an interstitial region so as to be positioned at an upper end opening of the disposed lower hollow gasket. 請求項1に記載の階間壁構造において、上記階間水切は、複数の階間水切本体部と、上記階間水切本体部を連結するジョイント部とからなり、上記ジョイント部に上記貫通穴部が形成されていることを特徴とする階間壁構造。   The interstory wall structure according to claim 1, wherein the interstory drainage includes a plurality of interstory drainage main body parts and a joint part that connects the interstory drainage main body parts, and the joint part includes the through hole part. An interstitial wall structure characterized in that is formed. 請求項2に記載の階間壁構造において、上記ジョイント部として上記貫通穴部が形成されていない無穴ジョイント部を有し、上記無穴ジョイント部が位置する側を水上とし、上記貫通穴部が形成された上記ジョイント部が位置する側を水下とする水勾配を付けて上記階間水切本体部が設けられていることを特徴とする階間壁構造。   3. The interstitial wall structure according to claim 2, wherein the joint portion includes a non-hole joint portion in which the through-hole portion is not formed, and the side on which the non-hole joint portion is located is water, and the through-hole portion An interstory wall structure, characterized in that the interstitial drainage main body is provided with a water gradient with the side on which the joint part on which the joint is formed is located under water. 請求項1〜請求項3のいずれか1項に記載の階間壁構造において、上記階間下側外壁の裏面に配置された上側下地板の上面側に水切板が設けられており、この水切板上に上記樋部が位置していることを特徴とする階間壁構造。   In the interstitial wall structure according to any one of claims 1 to 3, a draining plate is provided on an upper surface side of an upper base plate disposed on a back surface of the interstory lower outer wall. An interstitial wall structure, wherein the heel portion is located on a board. 請求項1〜請求項4のいずれか1項に記載の階間壁構造において、階間上側外壁における縦目地に設けられる上側中空ガスケットを通して水が上記階間水切に導かれることを特徴とする階間壁構造。   5. The floor structure according to claim 1, wherein water is guided to the floor drainage through an upper hollow gasket provided at a vertical joint in the upper outer wall of the floor. Interwall structure. 請求項5に記載の階間壁構造において、上記上側中空ガスケットの下部の外側位置から上記樋部の内に至るシーリング下地部材が上記貫通穴部の上方位置に設けられていることを特徴とする階間壁構造。   6. The interstitial wall structure according to claim 5, wherein a sealing base member extending from an outer position of the lower portion of the upper hollow gasket to the inside of the flange portion is provided at an upper position of the through hole portion. Interstitial wall structure. 請求項5または請求項6に記載の階間壁構造において、上記階間水切の上部が上記上側中空ガスケットの下部裏側に位置することを特徴とする階間壁構造。   The interstory wall structure according to claim 5 or 6, wherein an upper part of the interstory drainage is located on a lower back side of the upper hollow gasket. 請求項5〜請求項7のいずれか1項に記載の階間壁構造において、上記階間上側外壁の裏面に配置された下側下地板の表側に水切板が設けられていることを特徴とする階間壁構造。   The interstory wall structure according to any one of claims 5 to 7, wherein a draining plate is provided on the front side of the lower base plate disposed on the back surface of the interstory upper outer wall. Interstitial wall structure.
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Publication number Priority date Publication date Assignee Title
JPWO2016140350A1 (en) * 2015-03-05 2017-12-21 株式会社三徳 Manufacturing method of magnetic refrigeration module

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JPH11229543A (en) * 1998-02-18 1999-08-24 Asahi Chem Ind Co Ltd Draining structure and inner flashing for outer wall
JP2003253771A (en) * 2002-02-27 2003-09-10 Daiwa House Ind Co Ltd Mounting structure of weatherboard in girth between two stories and mounting metal fitting
JP2005213894A (en) * 2004-01-30 2005-08-11 Nozawa Corp Joint water stopping structure for extrusion molded cement board
US20100146893A1 (en) * 2007-03-20 2010-06-17 David Peter Dickinson Cladding system for buildings

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JPS4819169B1 (en) * 1969-10-21 1973-06-12
JPS55147407U (en) * 1979-04-09 1980-10-23
JPH0711727A (en) * 1993-06-14 1995-01-13 Asahi Chem Ind Co Ltd Joint structure having drain function of light-weight aerated concrete and gasket used for it
JPH11229543A (en) * 1998-02-18 1999-08-24 Asahi Chem Ind Co Ltd Draining structure and inner flashing for outer wall
JP2003253771A (en) * 2002-02-27 2003-09-10 Daiwa House Ind Co Ltd Mounting structure of weatherboard in girth between two stories and mounting metal fitting
JP2005213894A (en) * 2004-01-30 2005-08-11 Nozawa Corp Joint water stopping structure for extrusion molded cement board
US20100146893A1 (en) * 2007-03-20 2010-06-17 David Peter Dickinson Cladding system for buildings

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPWO2016140350A1 (en) * 2015-03-05 2017-12-21 株式会社三徳 Manufacturing method of magnetic refrigeration module

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