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JP2018168902A - Rain closing structure - Google Patents

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Publication number
JP2018168902A
JP2018168902A JP2017065495A JP2017065495A JP2018168902A JP 2018168902 A JP2018168902 A JP 2018168902A JP 2017065495 A JP2017065495 A JP 2017065495A JP 2017065495 A JP2017065495 A JP 2017065495A JP 2018168902 A JP2018168902 A JP 2018168902A
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Prior art keywords
opening
reinforcing member
wall
opening reinforcing
closing structure
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JP2017065495A
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JP6912915B2 (en
Inventor
有輝 北側
Yuki Kitagawa
有輝 北側
達矢 林
Tatsuya Hayashi
達矢 林
翔大 中森
Shota Nakamori
翔大 中森
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Kawasaki Heavy Industries Ltd
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Kawasaki Heavy Industries Ltd
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Abstract

【課題】
溶接作業の前にコーキング作業を行うことが可能な雨仕舞構造を提供する。
【解決手段】
本発明の一態様に係る雨仕舞構造は、配管が通る外壁の開口から屋内に雨水が侵入するのを防ぐ雨仕舞構造であって、開口を囲む外壁の環状部に沿って設けられた開口補強部材と、外壁と開口補強部の隙間を塞ぐコーキング材で形成されたコーキング部と、開口補強部材と配管との間を覆うシールプレートと、を備え、開口補強部材は、環状部の内周面側に位置する内周部と、環状部の屋外面側に位置する外面部と、外面部から開口の中心に向かって延びる延長部と、を有し、シールプレートの外縁が開口補強部材の延長部に溶接接合されている。
【選択図】図1
【Task】
A rain closing structure capable of performing a caulking work before a welding work is provided.
[Solution]
A rain closing structure according to one aspect of the present invention is a rain closing structure that prevents rainwater from entering an indoor through an opening of an outer wall through which a pipe passes, and is provided with an opening reinforcement provided along an annular portion of the outer wall surrounding the opening. A member, a caulking portion formed of a caulking material that closes a gap between the outer wall and the opening reinforcing portion, and a seal plate that covers between the opening reinforcing member and the pipe, and the opening reinforcing member is an inner peripheral surface of the annular portion. An inner peripheral portion located on the side, an outer surface portion located on the outdoor surface side of the annular portion, and an extension portion extending from the outer surface portion toward the center of the opening, and an outer edge of the seal plate is an extension of the opening reinforcing member It is welded to the part.
[Selection] Figure 1

Description

本発明は、雨仕舞構造に関する。   The present invention relates to a rain closing structure.

建屋の外壁に配管を通すための開口を形成する際、開口を囲む環状部に断面L字状の開口補強部材(コーナーアングル)を設ける場合がある(特許文献1参照)。この場合、外壁と開口補強部材の隙間をコーキング材によって塞ぐとともに、開口補強部材と配管との間をシールプレートで覆い、当該シールプレートを開口補強部材に溶接すれば、開口から雨水が屋内に浸入するのを防ぐ雨仕舞を行うことができる。   When forming an opening for passing piping through the outer wall of a building, an opening reinforcing member (corner angle) having an L-shaped cross section may be provided in an annular portion surrounding the opening (see Patent Document 1). In this case, if the gap between the outer wall and the opening reinforcing member is closed with a caulking material, the space between the opening reinforcing member and the pipe is covered with a seal plate, and the seal plate is welded to the opening reinforcing member, rainwater enters the inside from the opening. It is possible to perform a rain performance to prevent it.

特開2005−240442号公報JP-A-2005-240442

ところで、シールプレートを開口補強部材に溶接すると、溶接の熱によって開口補強部材が変形し、外壁と開口補強部材との間の隙間が広がるおそれがある。そのため、外壁と開口補強部材の隙間を塞ぐコーキング作業は、溶接作業の後に行うことになる。   By the way, when the seal plate is welded to the opening reinforcing member, the opening reinforcing member is deformed by the heat of welding, and there is a possibility that a gap between the outer wall and the opening reinforcing member is widened. For this reason, the caulking work for closing the gap between the outer wall and the opening reinforcing member is performed after the welding work.

ここで、建屋を施工する建築チームと配管を施工する配管チームが分かれている場合、上述したコーキング作業は建築チームによって行われ、溶接作業は配管チームによって行われる。そうすると、建屋が完成して建築チームから配管チームへ引き渡しが行われたにもかかわらず、配管チームによって配管の施工及び雨仕舞における上記の溶接作業が行われた後、さらに配管チームから建築チームへ引き渡しが行われてコーキング作業が行われることになる。このように従来の雨仕舞の作業では、引き渡しが何度も行われるため非効率であった。   Here, when the building team that constructs the building and the piping team that constructs the piping are separated, the caulking work described above is performed by the building team, and the welding work is performed by the piping team. Then, after the building was completed and handed over from the building team to the piping team, after the piping team carried out the above-mentioned welding work in the construction of the pipe and rain, it was further transferred from the piping team to the building team. The handing over is performed and the caulking work is performed. As described above, in the conventional work of rain, the delivery is performed many times, which is inefficient.

本発明は、このような事情に鑑みてなされたものであって、溶接作業の前にコーキング作業を行うことが可能な雨仕舞構造を提供することを目的とする。   This invention is made | formed in view of such a situation, Comprising: It aims at providing the rain closing structure which can perform a caulking operation | work before a welding operation.

本発明の一態様に係る雨仕舞構造は、配管が通る外壁の開口から屋内に雨水が侵入するのを防ぐ雨仕舞構造であって、前記開口を囲む前記外壁の環状部に沿って設けられた開口補強部材と、前記外壁と前記開口補強部の隙間を塞ぐコーキング材で形成されたコーキング部と、前記開口補強部材と前記配管との間を覆うシールプレートと、を備え、前記開口補強部材は、前記環状部の内周面側に位置する内周部と、前記環状部の屋外面側に位置する外面部と、前記外面部から前記開口の中心に向かって延びる延長部と、を有し、前記シールプレートの外縁が前記開口補強部材の延長部に溶接接合されている。   A rain closing structure according to an aspect of the present invention is a rain closing structure that prevents rainwater from entering an indoor through an opening of an outer wall through which a pipe passes, and is provided along an annular portion of the outer wall that surrounds the opening. An opening reinforcing member, a caulking portion formed of a caulking material that closes a gap between the outer wall and the opening reinforcing portion, and a seal plate that covers between the opening reinforcing member and the pipe, the opening reinforcing member An inner peripheral portion located on the inner peripheral surface side of the annular portion, an outer surface portion located on the outdoor surface side of the annular portion, and an extension portion extending from the outer surface portion toward the center of the opening. The outer edge of the seal plate is welded to the extension of the opening reinforcing member.

この構成によれば、開口補強部材のうち開口側に位置する延長部にシールプレートが溶接されるため、外壁側に位置する外面部には溶接の熱が伝わりにくい。そのため、溶接作業を行っても外壁と外面部の隙間、すなわち外壁と開口補強部材の隙間が広がりにくいため、溶接作業の前にコーキング作業を行うことができる。   According to this configuration, since the seal plate is welded to the extension portion located on the opening side of the opening reinforcing member, the heat of welding is hardly transmitted to the outer surface portion located on the outer wall side. For this reason, since the gap between the outer wall and the outer surface portion, that is, the gap between the outer wall and the opening reinforcing member is difficult to spread even when the welding operation is performed, the caulking operation can be performed before the welding operation.

上記の雨仕舞構造において、前記外壁はコンクリート壁であって、前記開口補強部材は前記外壁に埋め込まれていてもよい。   In the rain closing structure, the outer wall may be a concrete wall, and the opening reinforcing member may be embedded in the outer wall.

外壁がコンクリート壁の場合、外壁を成形する際に開口補強部材を埋め込むことにより、開口補強部材を外壁にしっかりと固定することができる。   When the outer wall is a concrete wall, the opening reinforcing member can be firmly fixed to the outer wall by embedding the opening reinforcing member when the outer wall is formed.

上記の雨仕舞構造において、前記外壁はALC壁であって、前記開口補強部材は前記外壁にボルト接合されていてもよい。   In the rain closing structure, the outer wall may be an ALC wall, and the opening reinforcing member may be bolted to the outer wall.

外壁がALC壁の場合、外壁を成形する際に開口補強部材を埋め込むことができないが、ボルト結合により開口補強部材を外壁にしっかりと固定することができる。   When the outer wall is an ALC wall, the opening reinforcing member cannot be embedded when the outer wall is molded, but the opening reinforcing member can be firmly fixed to the outer wall by bolt connection.

前述したとおり、上記の雨仕舞構造によれば、溶接作業の前にコーキング作業を行うことができる。   As described above, according to the above rain closing structure, the caulking work can be performed before the welding work.

図1は、第1実施形態に係る雨仕舞構造の斜視断面図である。FIG. 1 is a perspective sectional view of the rain closing structure according to the first embodiment. 図2は、図1に示す雨仕舞構造の縦断面図である。FIG. 2 is a longitudinal sectional view of the rain closing structure shown in FIG. 図3は、図1に示す雨仕舞構造の正面図である。FIG. 3 is a front view of the rain closing structure shown in FIG. 図4は、図1に示す雨仕舞構造の背面図である。FIG. 4 is a rear view of the rain closing structure shown in FIG. 図5は、第2実施形態に係る雨仕舞構造の縦断面図である。FIG. 5 is a vertical cross-sectional view of the rain closing structure according to the second embodiment.

(第1実施形態)
はじめに、本発明の第1実施形態に係る雨仕舞構造100について説明する。
(First embodiment)
First, the rain closing structure 100 according to the first embodiment of the present invention will be described.

<全体構成>
まず、雨仕舞構造100の全体構成について説明する。図1乃至4は、それぞれ雨仕舞構造100の斜視断面図、縦断面図、正面図、及び背面図である。図1及び2の紙面右側が屋外側であり紙面左側が屋内側である。また、図3は雨仕舞構造100を屋外から見た図であり、図4は雨仕舞構造100を屋内から見た図である。
<Overall configuration>
First, the overall configuration of the rain closing structure 100 will be described. 1 to 4 are a perspective sectional view, a longitudinal sectional view, a front view, and a rear view of the rain closing structure 100, respectively. The right side of the drawing in FIGS. 1 and 2 is the outdoor side, and the left side of the drawing is the indoor side. FIG. 3 is a view of the rain performance structure 100 as viewed from the outdoors, and FIG. 4 is a view of the rain performance structure 100 as viewed from the inside.

本実施形態に係る雨仕舞構造100は建屋の外壁101の雨仕舞を行うための構造である。具体的には、外壁101には配管102を通すための開口103が形成されており、雨仕舞構造100はこの開口103から雨水が侵入するのを防いでいる。   The rain closing structure 100 according to the present embodiment is a structure for performing the rain closing of the outer wall 101 of the building. Specifically, an opening 103 through which the pipe 102 is passed is formed in the outer wall 101, and the rain closing structure 100 prevents rainwater from entering from the opening 103.

本実施形態の外壁101はコンクリートで形成されたコンクリート壁である。外壁101には正面から見て正方形の開口103が形成されている。ただし、開口103の形状は正方形以外の形状であってもよい。開口103の中心部分には配管102が貫通しており、配管102は外壁101に対して垂直の方向に延びている。また、配管102の外周面には保温材104が取り付けられている。保温材10は特に限定されず、例えばウレタンフォームやグラスウールなどを用いることができる。なお、以下では、外壁101の開口103を囲む環状(矩形枠状)の部分を「環状部105」と呼ぶこととする。   The outer wall 101 of this embodiment is a concrete wall formed of concrete. A square opening 103 is formed in the outer wall 101 when viewed from the front. However, the shape of the opening 103 may be other than a square. A pipe 102 passes through the central portion of the opening 103, and the pipe 102 extends in a direction perpendicular to the outer wall 101. A heat insulating material 104 is attached to the outer peripheral surface of the pipe 102. The heat insulating material 10 is not particularly limited, and for example, urethane foam or glass wool can be used. Hereinafter, an annular (rectangular frame) portion surrounding the opening 103 of the outer wall 101 is referred to as an “annular portion 105”.

図1に示すように、本実施形態に係る雨仕舞構造100は、外壁101に設けられた開口補強部材10と、開口補強部材10の外縁に位置するコーキング部20と、開口103を屋外側から塞ぐシールプレート30と、開口103を屋内側から塞ぐ目隠しプレート40と、を備えている。以下、これらの各構成要素について順に説明する。   As shown in FIG. 1, the rain closing structure 100 according to the present embodiment includes an opening reinforcing member 10 provided on an outer wall 101, a caulking portion 20 located on the outer edge of the opening reinforcing member 10, and an opening 103 from the outdoor side. A sealing plate 30 for closing and a blindfold plate 40 for closing the opening 103 from the indoor side are provided. Hereinafter, each of these components will be described in order.

開口補強部材10は、屋外側に位置する断面T字状の第1開口補強部材11と、屋内側に位置する断面L字状の第2開口補強部材12とを備えている。   The opening reinforcing member 10 includes a first opening reinforcing member 11 having a T-shaped cross section located on the outdoor side, and a second opening reinforcing member 12 having a L-shaped cross section located on the indoor side.

第1開口補強部材11は、図2に示すように、環状部105の屋外側の断面視における角部に埋め込まれている。本実施形態の外壁101はコンクリート壁であることから、外壁101は施工現場において型枠を用いて成形される。そのため、外壁101の成形時に第1開口補強部材11を外壁101に埋め込むことができる。また、図3に示すように、第1開口補強部材11は屋外から見て矩形枠状の形状を有している。   As shown in FIG. 2, the first opening reinforcing member 11 is embedded in a corner portion of the annular portion 105 in a sectional view on the outdoor side. Since the outer wall 101 of this embodiment is a concrete wall, the outer wall 101 is molded using a formwork at a construction site. Therefore, the first opening reinforcing member 11 can be embedded in the outer wall 101 when the outer wall 101 is molded. Moreover, as shown in FIG. 3, the 1st opening reinforcement member 11 has a rectangular frame shape seeing from the outdoors.

図2に示すように、第1開口補強部材11は、断面T字状に形成されており、環状部105の内周面側に位置する内周部13と、環状部105の屋外面側に位置する外面部14と、外面部14から開口103の中心に向かって延びる延長部15とを有している。また、延長部15は、内周部13及び外面部14よりも開口103の中心近くに位置している。なお、内周部13及び外面部14が外壁101に接しているのに対し、延長部15は外壁101に接していない。   As shown in FIG. 2, the first opening reinforcing member 11 is formed in a T-shaped cross section, and has an inner peripheral portion 13 positioned on the inner peripheral surface side of the annular portion 105 and an outdoor surface side of the annular portion 105. The outer surface portion 14 is positioned, and the extension portion 15 extends from the outer surface portion 14 toward the center of the opening 103. The extension 15 is located closer to the center of the opening 103 than the inner periphery 13 and the outer surface 14. The inner peripheral portion 13 and the outer surface portion 14 are in contact with the outer wall 101, whereas the extension portion 15 is not in contact with the outer wall 101.

第2開口補強部材12は、図2に示すように、環状部105の屋内側の断面視における角部に埋め込まれている。また、図4に示すように、第2開口補強部材12は屋内から見て矩形枠状の形状を有している。   As shown in FIG. 2, the second opening reinforcing member 12 is embedded in a corner portion of the annular portion 105 in a sectional view on the indoor side. As shown in FIG. 4, the second opening reinforcing member 12 has a rectangular frame shape when viewed from the inside.

図2に示すように、第2開口補強部材12は、断面L字状に形成されており、環状部105の内周面側に位置する内周部16と、環状部105の屋内面側に位置する外面部17とを有している。なお、本実施形態では第2開口補強部材12は断面L字状の形状を有しているが、第1開口補強部材11と同様に断面T字状の形状を有していてもよい。   As shown in FIG. 2, the second opening reinforcing member 12 is formed in an L-shaped cross section, and has an inner peripheral portion 16 located on the inner peripheral surface side of the annular portion 105 and an indoor surface side of the annular portion 105. The outer surface portion 17 is positioned. In the present embodiment, the second opening reinforcing member 12 has an L-shaped cross section, but may have a T-shaped cross section similar to the first opening reinforcing member 11.

また、本実施形態の開口補強部材10は、第1開口補強部材11と第2開口補強部材12によって構成されているが、第1開口補強部材11と第2開口補強部材12を一体に形成したような形状を有していてもよい。   Moreover, although the opening reinforcement member 10 of this embodiment is comprised by the 1st opening reinforcement member 11 and the 2nd opening reinforcement member 12, the 1st opening reinforcement member 11 and the 2nd opening reinforcement member 12 were formed integrally. You may have such a shape.

コーキング部20は、外壁101と開口補強部材10の隙間に雨水が入り込むのを防ぐ部分であり、外壁101と開口補強部材10の隙間を塞ぐコーキング材で形成されている。なお、コーキング部20は、開口補強部材10のうち第1開口補強部材11と外壁101との境界、すなわち第1開口補強部材11の外縁に形成されている一方、第2開口補強部材12と外壁101との境界、すなわち第2開口補強部材12の外縁には形成されていない。コーキング部20を形成するコーキング材は、特に限定されないが、シリコン系やウレタン系などのコーキング材を用いることができる。   The caulking portion 20 is a portion that prevents rainwater from entering the gap between the outer wall 101 and the opening reinforcing member 10 and is formed of a caulking material that closes the gap between the outer wall 101 and the opening reinforcing member 10. The caulking portion 20 is formed at the boundary between the first opening reinforcing member 11 and the outer wall 101 of the opening reinforcing member 10, that is, at the outer edge of the first opening reinforcing member 11, while the second opening reinforcing member 12 and the outer wall. It is not formed at the boundary with 101, that is, at the outer edge of the second opening reinforcing member 12. Although the caulking material which forms the caulking part 20 is not specifically limited, Caulking materials, such as a silicon type and a urethane type, can be used.

シールプレート30は、開口補強部材10と配管102との間を屋外側から覆う部材である。つまり、シールプレート30は、屋外側から開口103を塞いでいる。図3に示すように、本実施形態のシールプレート30は、第1シールプレート31と、第2シールプレート32とを有している。   The seal plate 30 is a member that covers the space between the opening reinforcing member 10 and the pipe 102 from the outdoor side. That is, the seal plate 30 closes the opening 103 from the outdoor side. As shown in FIG. 3, the seal plate 30 of the present embodiment includes a first seal plate 31 and a second seal plate 32.

第1シールプレート31は、開口103のおよそ上側半分を覆うプレートである。第1シールプレート31は、正面から見て略長方形の形状を有しており、上辺部61、右辺部62、及び左辺部63が第1開口補強部材11の延長部15にシール溶接されている(図2も参照)。つまり、シールプレート30の外縁にあたる部分は、延長部15に溶接接合されている。一方、第1シールプレート31の下辺部64は、配管102の形状に対応した形状を有しており、配管102と接している。   The first seal plate 31 is a plate that covers approximately the upper half of the opening 103. The first seal plate 31 has a substantially rectangular shape when viewed from the front, and the upper side portion 61, the right side portion 62, and the left side portion 63 are sealed and welded to the extension portion 15 of the first opening reinforcing member 11. (See also FIG. 2). That is, a portion corresponding to the outer edge of the seal plate 30 is welded to the extension portion 15. On the other hand, the lower side portion 64 of the first seal plate 31 has a shape corresponding to the shape of the pipe 102 and is in contact with the pipe 102.

第2シールプレート32は、開口103のおよそ下側半分を覆うプレートである。第2シールプレート32は、正面から見て略長方形の形状を有しており、下辺部65、右辺部66、及び左辺部67が第1開口補強部材11の延長部15にシール溶接されている。つまり、シールプレート30の外縁にあたる部分は、延長部15に溶接接合されている。一方、第2シールプレート32の上辺部68は、配管102の形状に対応した形状を有しており、配管102と接している。   The second seal plate 32 is a plate that covers approximately the lower half of the opening 103. The second seal plate 32 has a substantially rectangular shape when viewed from the front, and the lower side portion 65, the right side portion 66, and the left side portion 67 are sealed and welded to the extension portion 15 of the first opening reinforcing member 11. . That is, a portion corresponding to the outer edge of the seal plate 30 is welded to the extension portion 15. On the other hand, the upper side portion 68 of the second seal plate 32 has a shape corresponding to the shape of the pipe 102 and is in contact with the pipe 102.

また、第1シールプレート31の下辺部64は上下方向位置が配管102の中心軸付近にまで達しており、第2シールプレート32の上辺部68は上下方向位置が配管102の中心軸よりも上方にまで達している。そのため、第1シールプレート31と第2シールプレート32は一部が重なっている。また、第1シールプレート31は第2シールプレート32の屋外側に位置しており、第1シールプレート31の下辺部64は第2シールプレート32にシール溶接によって溶接接合されている。   In addition, the lower side portion 64 of the first seal plate 31 reaches a position near the center axis of the pipe 102, and the upper side portion 68 of the second seal plate 32 is located above the center axis of the pipe 102. Has reached to. Therefore, the first seal plate 31 and the second seal plate 32 partially overlap. The first seal plate 31 is located on the outdoor side of the second seal plate 32, and the lower side portion 64 of the first seal plate 31 is welded and joined to the second seal plate 32 by seal welding.

目隠しプレート40は、開口補強部材10と配管102との間を屋内側から覆う部材である。つまり、目隠しプレート40は、屋内側から開口103を塞いでいる。図4に示すように、本実施形態の目隠しプレート40は、第1目隠しプレート41と、第2目隠しプレート42とを有している。   The blindfold plate 40 is a member that covers the space between the opening reinforcing member 10 and the pipe 102 from the indoor side. That is, the blindfold plate 40 closes the opening 103 from the indoor side. As shown in FIG. 4, the blindfold plate 40 of the present embodiment includes a first blindfold plate 41 and a second blindfold plate 42.

第1目隠しプレート41は、開口103のおよそ上側半分を覆うプレートである。第1目隠しプレート41は、正面から見て略長方形の形状を有しており、上辺部71、右辺部72、及び左辺部73が第2開口補強部材12の外面部17にシール溶接により溶接接合されている(図2も参照)。つまり目隠しプレート40の外縁にあたる部分は、外面部17に溶接接合されている。一方、第1目隠しプレート41の下辺部74は、配管102に取り付けられた保温材104の形状に対応した形状を有しており、保温材104と接している。   The first blindfold plate 41 is a plate that covers approximately the upper half of the opening 103. The first blindfold plate 41 has a substantially rectangular shape when viewed from the front, and the upper side portion 71, the right side portion 72, and the left side portion 73 are welded to the outer surface portion 17 of the second opening reinforcing member 12 by seal welding. (See also FIG. 2). That is, the portion corresponding to the outer edge of the blindfold plate 40 is welded to the outer surface portion 17. On the other hand, the lower side portion 74 of the first blindfold plate 41 has a shape corresponding to the shape of the heat insulating material 104 attached to the pipe 102 and is in contact with the heat insulating material 104.

第2目隠しプレート42は、開口103のおよそ下側半分を覆うプレートである。第2目隠しプレート42は、正面から見て略長方形の形状を有しており、下辺部75、右辺部76、及び左辺部77が第2開口補強部材12の外面部17にシール溶接により溶接接合されている。つまり目隠しプレート40の外縁にあたる部分は、外面部17に溶接接合されている。一方、第2目隠しプレート42の上辺部78は、配管102に取り付けられた保温材104の形状に対応した形状を有しており、保温材104と接している。   The second blind plate 42 is a plate that covers approximately the lower half of the opening 103. The second blindfold plate 42 has a substantially rectangular shape when viewed from the front, and the lower side portion 75, the right side portion 76, and the left side portion 77 are welded to the outer surface portion 17 of the second opening reinforcing member 12 by seal welding. Has been. That is, the portion corresponding to the outer edge of the blindfold plate 40 is welded to the outer surface portion 17. On the other hand, the upper side portion 78 of the second blindfold plate 42 has a shape corresponding to the shape of the heat insulating material 104 attached to the pipe 102 and is in contact with the heat insulating material 104.

また、第1目隠しプレート41の下辺部74は上下方向位置が配管102の中心軸付近にまで達しており、第2目隠しプレート42の上辺部78は上下方向位置が配管102の中心軸よりも上方にまで達している。そのため、第1目隠しプレート41と第2目隠しプレート42は重なっている。また、第1目隠しプレート41は第2目隠しプレート42の屋内側に位置しており、第1目隠しプレート41の下辺部74は第2目隠しプレート42にシール溶接によって溶接接合されている。   In addition, the lower side portion 74 of the first blindfold plate 41 reaches a position near the center axis of the pipe 102, and the upper side portion 78 of the second blindfold plate 42 is positioned above the center axis of the pipe 102. Has reached to. Therefore, the 1st blindfold plate 41 and the 2nd blindfold plate 42 have overlapped. The first blindfold plate 41 is located on the indoor side of the second blindfold plate 42, and the lower side portion 74 of the first blindfold plate 41 is welded and joined to the second blindfold plate 42 by seal welding.

さらに、図2に示すように、シールプレート30と目隠しプレート40の間であって、配管102に取り付けられた保温材104と外壁101の環状部105との間(つまり、開口103の配管102以外の部分)には、充填材43が充填されている。充填材43は、屋外の空気と屋内の空気との間における熱移動を抑える部材であって、ロックウールやモルタルを用いることができる。   Further, as shown in FIG. 2, between the seal plate 30 and the blindfold plate 40, between the heat insulating material 104 attached to the pipe 102 and the annular portion 105 of the outer wall 101 (that is, other than the pipe 102 of the opening 103). Is filled with a filler 43. The filler 43 is a member that suppresses heat transfer between outdoor air and indoor air, and rock wool or mortar can be used.

なお、本実施形態の目隠しプレート40の主な機能は、雨水が屋内に流入するのを防ぐことではなく、充填材43を充填する空間を確保するとともに、屋内側からの美観を損なわないようにすることにある。   In addition, the main function of the blindfold plate 40 of this embodiment is not to prevent rainwater from flowing into the indoor space, but to secure a space for filling the filler 43 and not to impair the aesthetics from the indoor side. There is to do.

<施工手順>
続いて、本実施形態に係る雨仕舞構造100の施工手順について説明する。本実施形態では、雨仕舞構造100の施工は、建屋を施工する建築チームと配管を施工する配管チームによって行われる。まず、建築チームによって、開口103が形成されるように型枠を用いて外壁101を成形する。この成形の際、開口103を囲む環状部105に開口補強部材10を埋め込む。
<Construction procedure>
Then, the construction procedure of the rain closing structure 100 which concerns on this embodiment is demonstrated. In this embodiment, the construction of the rain closing structure 100 is performed by a building team that constructs a building and a piping team that constructs piping. First, the outer wall 101 is formed by a building team using a mold so that the opening 103 is formed. During the molding, the opening reinforcing member 10 is embedded in the annular portion 105 surrounding the opening 103.

続いて、建築チームによって、開口補強部材10における第1開口補強部材11の外縁と外壁101の隙間をコーキング材で塞いでコーキング部20を形成する。その後、建築チームから配管チームへ引き渡しが行われ、以降の作業は配管チームによって行われる。   Subsequently, the construction team 20 closes the gap between the outer edge of the first opening reinforcing member 11 and the outer wall 101 of the opening reinforcing member 10 with the caulking material to form the caulking portion 20. Thereafter, the construction team hands over to the piping team, and the subsequent work is performed by the piping team.

配管チームは、外壁101の開口103に配管102を通し、第1開口補強部材11と配管102との間を覆うようにしてシールプレート30を取り付ける。この取付は、シールプレート30の外縁を第1開口補強部材11の延長部15に溶接することによって行う。   The piping team passes the piping 102 through the opening 103 of the outer wall 101 and attaches the seal plate 30 so as to cover the space between the first opening reinforcing member 11 and the piping 102. This attachment is performed by welding the outer edge of the seal plate 30 to the extension 15 of the first opening reinforcing member 11.

ここで、シールプレート30を第1開口補強部材11に溶接すると、溶接の熱が第1開口補強部材11に伝わり、第1開口補強部材11が変形するおそれがある。ただし、本実施形態では、シールプレート30は第1開口補強部材11の外面部14ではなく外面部14よりも開口103の中心に近い延長部15に溶接されるため、溶接の熱は外面部14に伝わりにくい。そのため、外面部14については、溶接の熱による変形は生じにくく、外面部14と外壁101の隙間は拡大しにくい。よって、上記のコーキング作業を行った後に溶接作業を行っても、開口補強部材10と外壁101の隙間は広がりにくいため、コーキング作業をやり直す必要はない。   Here, when the seal plate 30 is welded to the first opening reinforcing member 11, the heat of welding is transmitted to the first opening reinforcing member 11, and the first opening reinforcing member 11 may be deformed. However, in this embodiment, the seal plate 30 is welded not to the outer surface portion 14 of the first opening reinforcing member 11 but to the extension portion 15 closer to the center of the opening 103 than the outer surface portion 14, so that the heat of welding is the outer surface portion 14. It is hard to be transmitted to. Therefore, the outer surface portion 14 is not easily deformed by the heat of welding, and the gap between the outer surface portion 14 and the outer wall 101 is difficult to expand. Therefore, even if the welding operation is performed after the above caulking operation, the gap between the opening reinforcing member 10 and the outer wall 101 is difficult to widen, so there is no need to redo the coking operation.

続いて、配管102に保温材104を取り付けるとともに保温材104を保護するラッキング処理を行い、その後、保温材104と外壁101の環状部105との間に充填材43を充填する。そしてさらに、充填した充填材43に蓋をするようにして、目隠しプレート40を第2開口補強部材12の屋内側の部分に取り付ける。この取付は目隠しプレート40を第2開口補強部材12の外面部17に溶接することによって行う。なお、この溶接は、シール溶接である必要はなく、スポット溶接等であってもよい。   Subsequently, a heat insulating material 104 is attached to the pipe 102 and a racking process for protecting the heat insulating material 104 is performed. Thereafter, the filler 43 is filled between the heat insulating material 104 and the annular portion 105 of the outer wall 101. Further, the blindfold plate 40 is attached to the indoor side portion of the second opening reinforcing member 12 so as to cover the filled filler 43. This attachment is performed by welding the blindfold plate 40 to the outer surface portion 17 of the second opening reinforcing member 12. This welding need not be seal welding, and may be spot welding or the like.

ここで、目隠しプレート40を第2開口補強部材12の外面部17に溶接すると、溶接の熱によって第2開口補強部材12は変形し、第2開口補強部材12と外壁101との隙間が拡大するおそれがある。しかしながら、通常は、第2開口補強部材12と外壁101の隙間を雨水が通って屋内に流入することはないため、第2開口補強部材12と外壁101との隙間が拡大したとしても、第2開口補強部材12が外壁101に固定されていれば特に問題はない。   Here, when the blindfold plate 40 is welded to the outer surface portion 17 of the second opening reinforcing member 12, the second opening reinforcing member 12 is deformed by the heat of welding, and the gap between the second opening reinforcing member 12 and the outer wall 101 is enlarged. There is a fear. However, normally, rainwater does not flow into the indoor space through the gap between the second opening reinforcing member 12 and the outer wall 101, so even if the gap between the second opening reinforcing member 12 and the outer wall 101 increases, the second There is no particular problem if the opening reinforcing member 12 is fixed to the outer wall 101.

以上が、本実施形態に係る雨仕舞構造100の施工手順である。上記のとおり、本実施形態によれば、シールプレート30を第1開口補強部材11に溶接しても、外面部14と外壁101の隙間は拡大しにくいため、溶接作業の前にコーキング作業を行うことが可能となる。よって、建築チームが配管チームに引き渡しを行った後に、再び配管チームから建築チームに引き渡しを行う必要がない。その結果、雨仕舞の作業を効率よく行うことができる。   The above is the construction procedure of the rain closing structure 100 according to the present embodiment. As described above, according to the present embodiment, even when the seal plate 30 is welded to the first opening reinforcing member 11, the gap between the outer surface portion 14 and the outer wall 101 is difficult to expand, so the caulking operation is performed before the welding operation. It becomes possible. Therefore, it is not necessary to deliver from the piping team to the construction team again after the construction team has handed over to the piping team. As a result, it is possible to efficiently perform the work of rain.

(第2実施形態)
次に、本発明の第2実施形態に係る雨仕舞構造200について説明する。第2実施形態では、第1実施形態の構成要素と同じ又は対応する構成要素には同じ符号を付して、重複する説明は省略する。図5は、第2実施形態に係る雨仕舞構造200の縦断面図である。
(Second Embodiment)
Next, the rain closing structure 200 according to the second embodiment of the present invention will be described. In the second embodiment, the same or corresponding components as those of the first embodiment are denoted by the same reference numerals, and redundant description is omitted. FIG. 5 is a longitudinal sectional view of the rain closing structure 200 according to the second embodiment.

第2実施形態は、外壁101がALC(Autoclaved Lightweight aerated Concrete;軽量気泡コンクリート)壁である点で、外壁101がコンクリート壁である第1実施形態と異なる。ALC壁は、内部に鉄筋が無いことから通常はコンクリート壁よりも薄い。また、ALC壁は、予め工場で製造されて施工現場に運び込まれるプレキャスト製品である。そのため、第2実施形態では、開口補強部材10は外壁101に埋め込まれておらず、ボルト接合により外壁101に固定されている。具体的には、図5で示すように、第2開口補強部材12がボルト51によって外壁101に固定されており、第1開口補強部材11が第2開口補強部材12に溶接接合されている。なお、開口補強部材10を外壁101に固定する作業は建築チームによって行われ、その後、同じく建築チームによってコーキング作業が行われる。   The second embodiment is different from the first embodiment in which the outer wall 101 is a concrete wall in that the outer wall 101 is an ALC (Autoclaved Lightweight Aerated Concrete) wall. ALC walls are usually thinner than concrete walls because there are no rebars inside. The ALC wall is a precast product that is manufactured in advance in a factory and is carried to a construction site. Therefore, in the second embodiment, the opening reinforcing member 10 is not embedded in the outer wall 101 and is fixed to the outer wall 101 by bolting. Specifically, as shown in FIG. 5, the second opening reinforcing member 12 is fixed to the outer wall 101 by bolts 51, and the first opening reinforcing member 11 is welded to the second opening reinforcing member 12. In addition, the work which fixes the opening reinforcement member 10 to the outer wall 101 is performed by the building team, and then the caulking work is similarly performed by the building team.

また、第2実施形態では、第1実施形態と同様に開口補強部材10は第1開口補強部材11と第2開口補強部材12によって構成されている。ただし、第1開口補強部材11と第2開口補強部材12とは互いに接合されている。具体的には、図5に示すように、第1開口補強部材11の内周部13は第2開口補強部材12の内周部16よりも配管102寄りに位置しており、この状態で第1開口補強部材11と第2開口補強部材12とが溶接接合されている。   In the second embodiment, the opening reinforcing member 10 includes the first opening reinforcing member 11 and the second opening reinforcing member 12 as in the first embodiment. However, the first opening reinforcing member 11 and the second opening reinforcing member 12 are joined to each other. Specifically, as shown in FIG. 5, the inner peripheral portion 13 of the first opening reinforcing member 11 is located closer to the pipe 102 than the inner peripheral portion 16 of the second opening reinforcing member 12. The first opening reinforcing member 11 and the second opening reinforcing member 12 are joined by welding.

第2実施形態に係る雨仕舞構造200は第1実施形態に係る雨仕舞構造100と上記のような違いがあるが、シールプレート30が第1開口補強部材11の延長部15に溶接接合されている点は、第1実施形態に係る雨仕舞構造100と同じである。よって、本実施形態に係る雨仕舞構造200であっても、シールプレート30を開口補強部材10に溶接したときに開口補強部材10と外壁101の隙間は拡大しにくい。そのため、溶接作業の前にコーキング作業を行うことが可能となり、ひいては雨仕舞の作業を効率よく行うことができる。   The rain closing structure 200 according to the second embodiment is different from the rain closing structure 100 according to the first embodiment as described above, but the seal plate 30 is welded and joined to the extension 15 of the first opening reinforcing member 11. This is the same as the rain closing structure 100 according to the first embodiment. Therefore, even in the rain closing structure 200 according to the present embodiment, the gap between the opening reinforcing member 10 and the outer wall 101 is difficult to expand when the seal plate 30 is welded to the opening reinforcing member 10. Therefore, it is possible to perform the caulking work before the welding work, and as a result, the work of raining can be performed efficiently.

10 開口補強部材
11 第1開口補強部材
13 内周部
14 外面部
15 延長部
20 コーキング部
30 シールプレート
100、200 雨仕舞構造
102 配管
101 外壁
103 開口
105 環状部
DESCRIPTION OF SYMBOLS 10 Opening reinforcement member 11 1st opening reinforcement member 13 Inner peripheral part 14 Outer surface part 15 Extension part 20 Caulking part 30 Seal plate 100,200 Rain closing structure 102 Piping 101 Outer wall 103 Opening 105 Annular part

Claims (3)

配管が通る外壁の開口から屋内に雨水が侵入するのを防ぐ雨仕舞構造であって、
前記開口を囲む前記外壁の環状部に沿って設けられた開口補強部材と、
前記外壁と前記開口補強部の隙間を塞ぐコーキング材で形成されたコーキング部と、
前記開口補強部材と前記配管との間を覆うシールプレートと、を備え、
前記開口補強部材は、
前記環状部の内周面側に位置する内周部と、
前記環状部の屋外面側に位置する外面部と、
前記外面部から前記開口の中心に向かって延びる延長部と、を有し、
前記シールプレートの外縁が前記開口補強部材の延長部に溶接接合されている、雨仕舞構造。
A rain performance structure that prevents rainwater from entering the indoor through the opening of the outer wall through which the pipe passes,
An opening reinforcing member provided along an annular portion of the outer wall surrounding the opening;
A caulking portion formed of a caulking material that closes a gap between the outer wall and the opening reinforcing portion;
A seal plate covering between the opening reinforcing member and the pipe,
The opening reinforcing member is
An inner peripheral part located on the inner peripheral surface side of the annular part;
An outer surface portion located on the outdoor surface side of the annular portion;
An extension portion extending from the outer surface portion toward the center of the opening,
The rain closing structure, wherein an outer edge of the seal plate is welded to an extension of the opening reinforcing member.
前記外壁はコンクリート壁であって、
前記開口補強部材は前記外壁に埋め込まれている、
請求項1に記載の雨仕舞構造。
The outer wall is a concrete wall,
The opening reinforcing member is embedded in the outer wall;
The rain closing structure according to claim 1.
前記外壁はALC壁であって、
前記開口補強部材は前記外壁にボルト接合されている、
請求項1に記載の雨仕舞構造。
The outer wall is an ALC wall;
The opening reinforcing member is bolted to the outer wall,
The rain closing structure according to claim 1.
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6164584U (en) * 1984-10-03 1986-05-01
JPH10332053A (en) * 1997-06-02 1998-12-15 Ishikawajima Harima Heavy Ind Co Ltd Outer wall penetration structure of piping
JPH11248043A (en) * 1998-03-03 1999-09-14 Babcock Hitachi Kk Weathering device
JP2009083592A (en) * 2007-09-28 2009-04-23 Daicel Chem Ind Ltd Inflator
US20140260044A1 (en) * 2013-03-15 2014-09-18 William J. Gilleran Single wall duct flashing panel
JP2016165356A (en) * 2015-03-09 2016-09-15 因幡電機産業株式会社 Fireproof measure structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6164584U (en) * 1984-10-03 1986-05-01
JPH10332053A (en) * 1997-06-02 1998-12-15 Ishikawajima Harima Heavy Ind Co Ltd Outer wall penetration structure of piping
JPH11248043A (en) * 1998-03-03 1999-09-14 Babcock Hitachi Kk Weathering device
JP2009083592A (en) * 2007-09-28 2009-04-23 Daicel Chem Ind Ltd Inflator
US20140260044A1 (en) * 2013-03-15 2014-09-18 William J. Gilleran Single wall duct flashing panel
JP2016165356A (en) * 2015-03-09 2016-09-15 因幡電機産業株式会社 Fireproof measure structure

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