JP2019031814A - Airtight holding member and airtight holding method - Google Patents

Airtight holding member and airtight holding method Download PDF

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JP2019031814A
JP2019031814A JP2017152610A JP2017152610A JP2019031814A JP 2019031814 A JP2019031814 A JP 2019031814A JP 2017152610 A JP2017152610 A JP 2017152610A JP 2017152610 A JP2017152610 A JP 2017152610A JP 2019031814 A JP2019031814 A JP 2019031814A
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foundation
plate portion
airtight holding
base
holding member
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山本 隆義
Takayoshi Yamamoto
隆義 山本
芳真 田中
Yoshimasa Tanaka
芳真 田中
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ISHIN HOLDINGS CO Ltd
Fukuvi Chemical Industry Co Ltd
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ISHIN HOLDINGS CO Ltd
Fukuvi Chemical Industry Co Ltd
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Abstract

To provide an airtight holding member capable of stably holding the airtightness of the underfloor provided with a base via a vibration control device on the foundation, and an airtight holding method using the airtight holding member.SOLUTION: An airtight holding member for maintaining airtightness of the underfloor provided with a base through a vibration control device on a foundation of a building provides a first plate portion fixed to an outside surface of a base forming an outer side of the building or an outer surface of a load bearing material formed on the outer side of the building than the outside surface of the base, and a second plate portion which intersects the first plate portion and is provided apart from the foundation. The second plate portion is in contact with a portion of the base bottom surface facing the foundation, and the second plate portion is provided with an elastic member formed extending toward the foundation, with a tip end portion being in contact with the foundation, and closing a gap between the foundation and the base.SELECTED DRAWING: Figure 2

Description

本発明は、気密保持部材及び気密保持工法に関する。   The present invention relates to an airtight holding member and an airtight holding method.

住宅等の建築物においては、地震による損壊を抑制する目的で、基礎の上に制振装置を介して土台が設けられることが多い(例えば、特許文献1)。制振装置を設けることで、基礎が大きく揺れても土台の揺れが低減される。一方、基礎と土台の間に制振装置を設けると、基礎と土台との間に隙間が生じるため、そのままでは床下の気密性が保持できない。   In a building such as a house, a base is often provided on a foundation via a vibration control device for the purpose of suppressing damage due to an earthquake (for example, Patent Document 1). By providing a vibration control device, even if the foundation shakes greatly, the shaking of the foundation is reduced. On the other hand, if a vibration damping device is provided between the foundation and the foundation, a gap is generated between the foundation and the foundation, so that the airtightness under the floor cannot be maintained as it is.

住宅等においては、省エネルギーや快適性の向上の観点から、屋内だけでなく床下においても高い気密性が要求されることがある。床下の気密性を高める工法としては、例えば、基礎と土台の隙間を覆うように気密シートを貼り付けたり、該隙間をウレタン発泡体等で封止する工法が知られている(例えば、特許文献2)。しかし、基礎と土台の間に制振装置が設けられる場合にこのような気密保持工法を適用すると、地震の際は制振装置によって基礎と土台の揺れ方が異なるため、気密シートやウレタン発泡体等が破損して気密性が低下する問題がある。   In houses and the like, high airtightness may be required not only indoors but also under the floor from the viewpoint of energy saving and improvement of comfort. As a method for improving the airtightness under the floor, for example, a method of attaching an airtight sheet so as to cover the gap between the foundation and the base, or sealing the gap with urethane foam or the like is known (for example, Patent Documents). 2). However, when a vibration damping device is installed between the foundation and the foundation, applying such an airtight holding method will cause the foundation and foundation to swing differently depending on the vibration damping device during an earthquake. There is a problem that the airtightness is lowered due to damage to the like.

特開2003−166297号公報JP 2003-166297 A 特開平8−338079号公報JP-A-8-338079

本発明は、基礎の上に制振装置を介して土台が設けられた床下の気密性を安定して保持できる気密保持部材、及び該気密保持部材を用いた気密保持工法を提供することを目的とする。   An object of the present invention is to provide an airtight holding member capable of stably holding an airtightness under a floor in which a foundation is provided on a foundation via a vibration damping device, and an airtight holding method using the airtight holding member. And

本発明の気密保持部材は、以下の構成を有する。
建築物の基礎の上に制振装置を介して土台が設けられた床下の気密性を保持するための気密保持部材であって、前記建築物の外側を成す土台外側面または該土台外側面よりも前記建築物の外側に形成される耐力面材の外表面に固定される第1板部と、該第1板部に対して交差し、かつ前記基礎に対して離間して設けられる第2板部と、を有し、前記第2板部には、前記基礎に向けて延び、先端部分が前記基礎に接し、前記基礎と前記土台との隙間を閉塞する弾性部材が形成されていることを特徴とする。
The hermetic holding member of the present invention has the following configuration.
An airtight holding member for maintaining airtightness under a floor in which a foundation is provided on a foundation of a building via a vibration control device, the outer surface of the foundation forming the outside of the building or the outer surface of the foundation A first plate portion fixed to the outer surface of the load bearing surface material formed on the outside of the building, and a second plate that intersects the first plate portion and is spaced apart from the foundation. And an elastic member that extends toward the foundation, has a tip portion in contact with the foundation, and closes a gap between the foundation and the base. It is characterized by.

また、本発明では、前記第2板部は、前記基礎に対向する土台底面の一部または耐力面材底面に接していることが好ましい。   Moreover, in this invention, it is preferable that the said 2nd board part is in contact with a part of base bottom or load bearing surface bottom face which opposes the said foundation.

また、本発明では、前記弾性部材は、防蟻剤を含む材料から形成されていることが好ましい。   Moreover, in this invention, it is preferable that the said elastic member is formed from the material containing a termite-proofing agent.

また、本発明では、前記弾性部材は、前記第2板部への取付部分から先端部分に向かって、前記建築物の外側に傾斜するように形成されていることが好ましい。   Moreover, in this invention, it is preferable that the said elastic member is formed so that it may incline toward the outer side of the said building toward the front-end | tip part from the attachment part to the said 2nd board part.

本発明の気密保持工法は、以下の構成を有する。
前記各項記載の気密保持部材を用いて、基礎の上に制振装置を介して土台が設けられた床下の気密性を保持する気密保持工法であって、前記土台外側面、または前記耐力面材の外表面に対して第1板部を固定することを特徴とする。
The airtight holding method of the present invention has the following configuration.
An airtight holding method for maintaining airtightness under a floor in which a foundation is provided on a foundation via a vibration control device using the airtight holding member according to each of the above items, wherein the foundation outer surface or the load bearing surface The first plate portion is fixed to the outer surface of the material.

本発明の気密保持部材によれば、基礎の上に制振装置を介して土台が設けられた床下の気密性を安定して保持することができる。
また、本発明の気密保持工法によれば、基礎の上に制振装置を介して土台が設けられた床下の気密性を安定して保持することができる。
According to the airtight holding member of the present invention, the airtightness under the floor in which the foundation is provided on the foundation via the vibration control device can be stably held.
Moreover, according to the airtight holding method of the present invention, the airtightness under the floor where the foundation is provided on the foundation via the vibration control device can be stably held.

本発明の気密保持部材の一例を示した斜視図である。It is the perspective view which showed an example of the airtight holding member of this invention. 図1に示す気密保持部材を建築物の土台部分に取り付けた例を示す断面図である。It is sectional drawing which shows the example which attached the airtight holding member shown in FIG. 1 to the base part of a building. 図1に示す気密保持部材を建築物の耐力面材に取り付けた例を示す断面図である。It is sectional drawing which shows the example which attached the airtight holding member shown in FIG. 1 to the load-bearing surface material of the building.

以下、図面を参照して、本発明の一実施形態の気密保持部材、およびこれを用いた気密保持工法について説明する。なお、以下に示す各実施形態は、発明の趣旨をより良く理解させるために具体的に説明するものであり、特に指定のない限り、本発明を限定するものではない。また、以下の説明で用いる図面は、本発明の特徴をわかりやすくするために、便宜上、要部となる部分を拡大して示している場合があり、各構成要素の寸法比率などが実際と同じであるとは限らない。   Hereinafter, an airtight holding member and an airtight holding method using the same according to an embodiment of the present invention will be described with reference to the drawings. Each embodiment described below is specifically described for better understanding of the gist of the invention, and does not limit the present invention unless otherwise specified. In addition, in the drawings used in the following description, in order to make the features of the present invention easier to understand, there is a case where a main part is shown in an enlarged manner for convenience, and the dimensional ratio of each component is the same as the actual one. Not necessarily.

本発明の気密保持部材は、基礎の上に制振装置や免震装置を介して土台が設けられた床下の気密性を保持するための部材である。本発明の気密保持部材は、互いに直交する2つの板部(基板)と、気密パッキンとなる弾性部材とを備える。板部は、互いの面方向が交差するように設けられた第1板部と第2板部とを備えている。   The airtight holding member of the present invention is a member for maintaining the airtightness under the floor in which a foundation is provided on a foundation via a vibration damping device or a seismic isolation device. The hermetic holding member of the present invention includes two plate portions (substrates) orthogonal to each other and an elastic member serving as an airtight packing. The plate portion includes a first plate portion and a second plate portion that are provided so that their plane directions intersect each other.

第1板部は、土台のうち、建築物の外面側となる側面(以下、土台外側面と称する)、または、土台外側面よりも建築物の外側に形成される耐力面材の外表面に気密に固定される。第2板部は、第1板部と交差した部分よりも土台寄りの部分が、土台のうち基礎の上面と対向する底面(以下、土台底面と称する)、または耐力面材のうち基礎の上面と対向する底面(以下、耐力面材底面と称する)に接する。気密パッキンとなる弾性部材は、第2板部に固定され、基礎の上面に向けて突出するように設けられた長尺の部材である。弾性部材の突出した先端部分は基礎の上面に押し付けられる。なお、第2板部に設けられる弾性部材の数は、1つでもよく、2つ以上でもよい。   A 1st board part is on the outer surface of the load-bearing surface material formed in the outer side of a building rather than the side surface (henceforth a foundation outer surface) which becomes the outer surface side of a building among foundations, or a foundation outer surface. Airtightly fixed. The second plate portion is a bottom surface (hereinafter referred to as a base bottom surface) of the base, the portion closer to the base than the portion intersecting with the first plate portion, or the top surface of the foundation of the load bearing surface material. In contact with the bottom surface (hereinafter referred to as the load bearing surface bottom surface). The elastic member serving as the airtight packing is a long member that is fixed to the second plate portion and provided to protrude toward the upper surface of the foundation. The protruding tip portion of the elastic member is pressed against the upper surface of the foundation. The number of elastic members provided on the second plate part may be one or two or more.

本発明の気密保持部材を用いて、基礎の上に制振装置や免震装置を介して土台が設けられた床下の気密性を保持する場合には、本発明の気密保持部材における弾性部材が基礎の上面に押し付けた状態で、第1板部を土台外側面または耐力面材の外表面に固定する。この時、第2板部の第1板部と交差した部分よりも土台寄りの部分が、土台底面または耐力面材底面に接するように固定する。   When the airtight holding member of the present invention is used to maintain the airtightness under the floor where the foundation is provided on the foundation via the vibration damping device or the seismic isolation device, the elastic member in the airtight holding member of the present invention is The first plate portion is fixed to the outer surface of the foundation or the load bearing member while being pressed against the upper surface of the foundation. At this time, it fixes so that the part near a base rather than the part which cross | intersected the 1st board part of the 2nd board part may contact a base bottom face or a load bearing surface bottom face.

本発明の気密保持部材を構成する弾性部材は、第1板部および第2板部を介して土台に固定された状態となっており、基礎に対しては弾性力によって先端部分が離隔可能に押し付けられるだけであり、固定はされてない。   The elastic member constituting the airtight holding member of the present invention is fixed to the base via the first plate portion and the second plate portion, and the tip portion can be separated from the foundation by elastic force. It is only pressed and not fixed.

なお、本発明においては、第1板部と第2板部とが垂直(即ち90°)に交差しているが、ここでいう垂直とは、若干の誤差を含めたものであり、概ね88°〜92°程度の範囲でほぼ垂直に交差している態様も含むものとする。   In the present invention, the first plate portion and the second plate portion intersect perpendicularly (that is, 90 °). The term “perpendicular” here includes a slight error, and is approximately 88. It is also assumed that the embodiment intersects substantially vertically in the range of about ° to 92 °.

(気密保持部材)
以下、本発明の気密保持部材及び気密保持工法の一例を示してさらに詳細に説明する。
図1は、本発明の一実施形態の気密保持部材の構成を示す外観斜視図である。また、図2は、図1に示す気密保持部材を建築物の耐力面材に取り付けた状態を示す断面図である。
なお、本実施形態の気密保持部材1は、例えば戸建住宅などの建築物に好適に用いられ、本実施形態では、建築物の基礎部分は、図2に示すように、基礎21の上に制振装置22を介して土台23が設けられている。
(Airtight holding member)
Hereinafter, an example of the airtight holding member and the airtight holding method according to the present invention will be described in more detail.
FIG. 1 is an external perspective view showing a configuration of an airtight holding member according to an embodiment of the present invention. Moreover, FIG. 2 is sectional drawing which shows the state which attached the airtight holding member shown in FIG. 1 to the load-bearing surface material of the building.
In addition, the airtight holding member 1 of this embodiment is used suitably for buildings, such as a detached house, for example, and in this embodiment, the foundation part of a building is on the foundation 21, as shown in FIG. A base 23 is provided via a vibration control device 22.

本実施形態の気密保持部材1は、図1及び図2に示すように、平板状の長尺の基板10と、気密パッキンとなる弾性部材15とを備えている。基板10は、第1板部11と、第2板部12とを有する。   As shown in FIGS. 1 and 2, the airtight holding member 1 of the present embodiment includes a flat plate-like long substrate 10 and an elastic member 15 serving as an airtight packing. The substrate 10 includes a first plate portion 11 and a second plate portion 12.

第1板部11は、長尺の板材である。第1板部11は、本実施形態では、施工時おいて断面矩形の土台23のうち建築物の外側となる土台外側面23aに接して設けられた、建築物の内部壁である耐力面材24の外表面24aに対して気密に固定される。即ち、第1板部11は、垂直方向(鉛直方向)に沿って広がるように固定される。   The first plate portion 11 is a long plate material. In the present embodiment, the first plate portion 11 is a load bearing surface material that is an inner wall of a building provided in contact with a base outer surface 23a that is an outer side of the building of the base 23 having a rectangular cross section at the time of construction. It is airtightly fixed to the outer surface 24a of 24. That is, the 1st board part 11 is fixed so that it may spread along a perpendicular direction (vertical direction).

第1板部11の長さは、特に限定されず、基礎21や土台23の長さ、基礎21と土台23との距離等に応じて適宜設定できる。第1板部の長さ(土台長手方向に沿った長さ)は、例えば、900〜3600mmとすることができる。
また、第1板部11の厚みは、特に限定されず、第1板部11に求められる剛性等に応じて適宜設定できる。第1板部の厚みは、例えば、0.5〜2.5mmとすることができる。
The length of the 1st board part 11 is not specifically limited, According to the length of the foundation 21 or the base 23, the distance of the foundation 21 and the base 23, etc., it can set suitably. The length (length along the base longitudinal direction) of the first plate portion can be set to 900 to 3600 mm, for example.
Moreover, the thickness of the 1st board part 11 is not specifically limited, According to the rigidity etc. which are calculated | required by the 1st board part 11, it can set suitably. The thickness of the first plate portion can be set to 0.5 to 2.5 mm, for example.

なお、第1板部11には、1つないし複数の突条(図示略)を長手方向に沿って形成することも好ましい。これにより、第1板部11の剛性を高めることができ、より安定して床下の気密性を保持することができる。   In addition, it is also preferable to form one or more protrusions (not shown) on the first plate portion 11 along the longitudinal direction. Thereby, the rigidity of the 1st board part 11 can be improved and the airtightness under a floor can be hold | maintained more stably.

第2板部12は、第1板部11と一体的に形成された長尺の板材である。第2板部12は、取付状態において第1板部11の下端に対して直角に交差して水平方向に沿って広がるように設けられている。   The second plate portion 12 is a long plate material formed integrally with the first plate portion 11. The 2nd board part 12 is provided so that it may cross | intersect at right angles with respect to the lower end of the 1st board part 11, and may extend along a horizontal direction in an attachment state.

第2板部12を第1板部11側から見た正面視形状は長方形状である。なお、第2板部12の正面視形状は、長方形状には限定されず、任意の形状となっていてもよい。
この第2板部12は、上面12aのうち取付状態において第1板部11と交差部よりも土台23寄りの部分が、耐力面材底面24bの一部または全部に接することが好ましい。これにより、耐力面材24は、その外表面24aの下部が第1板部11で覆われ、この外表面24aに連なる耐力面材底面24bの一部または全部が第2板部12によって覆われる形態となる。
The front view shape of the second plate portion 12 as viewed from the first plate portion 11 side is a rectangular shape. In addition, the front view shape of the 2nd board part 12 is not limited to a rectangular shape, You may become arbitrary shapes.
As for this 2nd board part 12, it is preferable that the part near the base 23 rather than the 1st board part 11 and cross | intersection part in the attachment state among the upper surfaces 12a touches a part or all of the load-bearing face material bottom surface 24b. Thereby, the lower part of the outer surface 24a of the load bearing surface material 24 is covered with the first plate portion 11, and part or all of the load bearing surface material bottom surface 24b connected to the outer surface 24a is covered with the second plate portion 12. It becomes a form.

第2板部12の幅は、基礎21や土台23の大きさや設置位置等に応じて適宜設定できる。第2板部12の幅は、例えば、5〜150mmとすることができる。   The width of the second plate portion 12 can be appropriately set according to the size of the foundation 21 and the base 23, the installation position, and the like. The width | variety of the 2nd board part 12 can be 5-150 mm, for example.

第2板部12の長さは、特に限定されず、基礎21や土台23の長さ、基礎21と土台23との距離等に応じて適宜設定できる。第2板部12の長さは、第1板部11の長さと同じであり、例えば、900〜3600mmとすることができる。
第2板部12の厚みは、特に限定されず、第2板部12に求められる剛性等に応じて適宜設定できる。第2板部12の厚みは、例えば、0.5〜2.5mmとすることができる。
The length of the 2nd board part 12 is not specifically limited, According to the length of the foundation 21 or the base 23, the distance of the foundation 21 and the base 23, etc., it can set suitably. The length of the 2nd board part 12 is the same as the length of the 1st board part 11, and can be 900-3600 mm, for example.
The thickness of the 2nd board part 12 is not specifically limited, According to the rigidity etc. which are calculated | required by the 2nd board part 12, it can set suitably. The thickness of the 2nd board part 12 can be 0.5-2.5 mm, for example.

なお、この第2板部12にも、1つないし複数の突条(図示略)を長手方向に沿って形成することも好ましい。これにより、第2板部12の剛性を高めることができ、より安定して床下の気密性を保持することができる。   In addition, it is also preferable to form one or a plurality of protrusions (not shown) in the second plate portion 12 along the longitudinal direction. Thereby, the rigidity of the 2nd board part 12 can be raised and the under-floor airtightness can be maintained more stably.

第1板部11及び第2板部12を形成する材料としては、特に限定されず、例えば、硬質ポリ塩化ビニル樹脂、ポリプロピレン樹脂、ポリエチレン樹脂、ポリスチレン樹脂、ABS樹脂、ASA樹脂、PET樹脂が好ましい。
第1板部11及び第2板部12を形成する材料としては、1種を単独で使用してもよく、2種以上を組み合わせて使用してもよい。
The material for forming the first plate portion 11 and the second plate portion 12 is not particularly limited, and for example, hard polyvinyl chloride resin, polypropylene resin, polyethylene resin, polystyrene resin, ABS resin, ASA resin, and PET resin are preferable. .
As a material which forms the 1st board part 11 and the 2nd board part 12, 1 type may be used independently and 2 or more types may be used in combination.

弾性部材15は長尺の部材であり、第2板部12のうち基礎21の上面21aと対向する下面12bに取り付けられている。本実施形態では、弾性部材15は、平板状の弾性体シートが2つに折り返され、この弾性体シートの両端部が第2板部12の下面12bにそれぞれ固着された断面U字状に湾曲された部材である。   The elastic member 15 is a long member, and is attached to the lower surface 12 b of the second plate portion 12 that faces the upper surface 21 a of the foundation 21. In the present embodiment, the elastic member 15 is bent in a U-shaped cross section in which a flat elastic sheet is folded back into two, and both ends of the elastic sheet are fixed to the lower surface 12b of the second plate part 12, respectively. It is a member made.

こうした弾性部材15は、取付状態において、弾性体シートが折り返された先端部分15sが基礎21の上面21aに接し、建築物の外側から正面視した時に基礎21と土台23との隙間を閉塞するように配される。また、本実施形態では、弾性部材15は、取付状態において第2板部12への取付部分から先端部分15sに向かって、建築物の外側に傾斜するように形成されている。
そして、弾性部材15は、その先端部分15sが基礎21の上面21aに押し付けられることで、基礎21と土台23との隙間が気密に封じられる。
In the attached state, the elastic member 15 has a tip portion 15s where the elastic sheet is folded in contact with the upper surface 21a of the foundation 21 so as to close the gap between the foundation 21 and the base 23 when viewed from the outside of the building. Arranged. Moreover, in this embodiment, the elastic member 15 is formed so that it may incline to the outer side of a building toward the front-end | tip part 15s from the attachment part to the 2nd board part 12 in an attachment state.
And the clearance gap between the foundation 21 and the base 23 is sealed airtight because the front-end | tip part 15s of the elastic member 15 is pressed on the upper surface 21a of the foundation 21. FIG.

本発明では、このように、気密パッキンとなる弾性部材が断面U字状で、中心に中空部分が形成されるようになっていることが好ましい。これにより、弾性部材15の先端部分15sが押し付けている基礎21の上面21aが、例えば地震で大きく揺れても、その揺れに合わせて弾性部材15が変形しやすい。これにより、地震が起きても弾性部材15がより破損しにくくなり、床下の気密性をより安定して保持することができる。また、この弾性部材15を備える気密保持部材1は、弾性部材15を押し付ける力が強いので、より高い気密性を確保することができる。   In the present invention, it is preferable that the elastic member serving as the hermetic packing has a U-shaped cross section and a hollow portion is formed at the center. Thereby, even if the upper surface 21a of the foundation 21 pressed by the tip portion 15s of the elastic member 15 is greatly shaken by an earthquake, for example, the elastic member 15 is easily deformed in accordance with the shake. Thereby, even if an earthquake occurs, the elastic member 15 becomes more difficult to be damaged, and the airtightness under the floor can be more stably maintained. Moreover, since the airtight holding member 1 provided with the elastic member 15 has a strong force for pressing the elastic member 15, higher airtightness can be ensured.

なお、本発明の気密保持部材1における弾性部材15の形状は、本実施形態のように、平板状の弾性体シートを2つに折り返した断面U字状には限定されない。例えば、弾性部材は、第2板部12への取付部分から先端部分15sに向かって湾曲せず平面状に延びるような部材であってもよい。また、気密性を充分に保持できる範囲であれば、弾性部材における基礎21の上面21aに押し当てられる部分は平面状になっていなくてもよい。   In addition, the shape of the elastic member 15 in the airtight holding member 1 of the present invention is not limited to a U-shaped cross section obtained by folding a flat elastic sheet into two as in the present embodiment. For example, the elastic member may be a member that extends in a planar shape without being bent from the attachment portion to the second plate portion 12 toward the distal end portion 15s. In addition, as long as the airtightness can be sufficiently maintained, the portion of the elastic member that is pressed against the upper surface 21a of the foundation 21 may not be planar.

弾性部材15の幅及び高さは、第2板部12と、弾性部材15が押し付けられる基礎21の上面21aとの間の気密性を保持できる範囲であれば特に限定されない。弾性部材15の幅は、例えば、3〜40mmとすることができる。弾性部材15の高さは、例えば、3〜30mmとすることができる。なお、弾性部材15の幅とは、取付状態において弾性部材15を第1板部11を垂直方向に沿って正面視したときの幅を意味する。弾性部材15の高さとは、取付状態において第2板部12の下面12bの弾性部材15が固着された位置と弾性部材15の先端部分15sとの距離を意味する。   The width and height of the elastic member 15 are not particularly limited as long as the airtightness between the second plate portion 12 and the upper surface 21a of the foundation 21 against which the elastic member 15 is pressed can be maintained. The width of the elastic member 15 can be 3 to 40 mm, for example. The height of the elastic member 15 can be 3-30 mm, for example. The width of the elastic member 15 means the width when the elastic member 15 is viewed from the front along the vertical direction of the first plate portion 11 in the attached state. The height of the elastic member 15 means the distance between the position where the elastic member 15 on the lower surface 12b of the second plate portion 12 is fixed and the tip portion 15s of the elastic member 15 in the attached state.

弾性部材15を形成する材料としては、基礎21の上面21aに押し付けた際に気密性を保持できる弾性が得られるものであればよく、第1板部11及び第2板部12を形成する材料よりも柔軟な樹脂が好ましい。具体的には、弾性部材15を形成する材料としては、軟質ポリ塩化ビニル樹脂、熱可塑性エラストマー(オレフィン系熱可塑性エラストマー、スチレン系熱可塑性エラストマー、ポリエステル系熱可塑性エラストマー等)が好ましい。
弾性部材15を形成する材料としては、1種を単独で使用してもよく、2種以上を組み合わせて使用してもよい。
As a material for forming the elastic member 15, any material can be used as long as it is elastic enough to maintain airtightness when pressed against the upper surface 21a of the base 21, and the material for forming the first plate portion 11 and the second plate portion 12 can be used. More flexible resins are preferred. Specifically, the material forming the elastic member 15 is preferably a soft polyvinyl chloride resin or a thermoplastic elastomer (such as an olefin-based thermoplastic elastomer, a styrene-based thermoplastic elastomer, or a polyester-based thermoplastic elastomer).
As a material for forming the elastic member 15, one kind may be used alone, or two or more kinds may be used in combination.

また、第1板部11、第2板部12、および弾性部材15には蟻、例えばシロアリの土台23内部への侵入を防止するために、上述した材料に加えて更に防蟻剤を混合することが好ましい。防蟻剤としては、例えば、イミダクロプリドなどのネオニコチノイド系、シラフルオフェンなどの非エステルピレスロイド系の防蟻剤が挙げられる。   In addition to the above-described materials, the first plate portion 11, the second plate portion 12, and the elastic member 15 are further mixed with an ant preventive agent in addition to the above-described materials in order to prevent the ants, for example, termites, from entering the base 23. It is preferable. Examples of the anti-anticide include neonicotinoids such as imidacloprid and non-ester pyrethroids such as silafluophene.

本実施形態の気密保持部材の製造方法は、特に限定されず、例えば、二色押出成形等により、基板10と弾性部材15とを一体的に成形する方法等が挙げられる。なお、押出成形等でそれぞれ成形した基板10と弾性部材15とを接着剤等で接着するか、嵌合により接続して気密保持部材としてもよい。   The manufacturing method of the airtight holding member of the present embodiment is not particularly limited, and examples thereof include a method of integrally forming the substrate 10 and the elastic member 15 by two-color extrusion molding or the like. Note that the substrate 10 and the elastic member 15 respectively molded by extrusion molding or the like may be bonded with an adhesive or the like, or connected by fitting to form an airtight holding member.

(気密保持工法)
以下、本実施形態の気密保持部材1を用いた気密保持工法について説明する。本発明の気密保持工法は、例えば戸建住宅などの建築物の基礎21の上に制振装置22を介して土台23が設けられ、基礎21と土台23の間に隙間が生じている床下の気密性を保持する場合に好適に用いられる。制振装置22は特に限定されず、本発明は公知の制振装置22が設けられた床下の気密保持に特に制限なく適用できる。
(Airtight maintenance method)
Hereinafter, an airtight holding method using the airtight holding member 1 of the present embodiment will be described. In the airtight holding method of the present invention, for example, a base 23 is provided on a base 21 of a building such as a detached house via a vibration control device 22, and a gap is generated between the base 21 and the base 23. It is preferably used when maintaining airtightness. The vibration damping device 22 is not particularly limited, and the present invention can be applied to the airtight maintenance under the floor where the known vibration damping device 22 is provided without any particular limitation.

本実施形態では、建築物の構造として、図2に示すように、基礎21の上に制振装置22を介して土台23が設けられている。例えば平面視で矩形状等の一定の領域(家屋等が建築される領域)を囲うように基礎21が設けられ、この基礎21上にその長さ方向に沿って間隔を開けて複数配置された制振装置22を介して、基礎21と同様に前記領域を囲うように土台23が設けられる。   In the present embodiment, as shown in FIG. 2, a base 23 is provided on a foundation 21 via a vibration damping device 22 as a structure of the building. For example, a base 21 is provided so as to surround a certain area such as a rectangle in a plan view (an area where a house or the like is built), and a plurality of bases 21 are arranged on the base 21 at intervals along the length direction. A base 23 is provided via the vibration control device 22 so as to surround the region in the same manner as the base 21.

本発明の気密保持部材1は、本実施形態では、土台外側面23aに接して設けられた耐力面材24の外表面24aに固定される。また、この耐力面材24の外側には、さらに、水切部材25、およびサイディング部材26が設けられる。水切部材25は、下部が外側に張り出すように形成された金属板などからなり、建築物の基礎21の内側に雨水などが浸入することを防止する。サイディング部材26は、建築物の化粧外壁であり、取付金具26aによって建築物の外側を覆う。   In the present embodiment, the airtight holding member 1 of the present invention is fixed to the outer surface 24a of the load bearing surface material 24 provided in contact with the base outer surface 23a. Further, a draining member 25 and a siding member 26 are further provided outside the load bearing surface member 24. The draining member 25 is made of a metal plate or the like formed such that the lower portion projects outward, and prevents rainwater and the like from entering the inside of the foundation 21 of the building. The siding member 26 is a decorative outer wall of a building, and covers the outside of the building with a mounting bracket 26a.

本実施形態の気密保持工法では、前述した本発明の気密保持部材1を用意し、耐力面材24の外表面24aに第1板部11を押し当てて固定する。この時、耐力面材底面24bに、第2板部12の上面12aの一部が接触するように固定することが好ましい。気密保持部材1の固定は、例えば、両面テープによって第1板部11と耐力面材24の外表面24aとを気密に接着固定すればよい。これにより、気密保持部材1は、第1板部11が耐力面材24の外表面24aに、また第2板部12が耐力面材底面24bにそれぞれ密着し、気密保持部材1が耐力面材24に対して隙間なく固定される。   In the airtight holding method of the present embodiment, the above-described airtight holding member 1 of the present invention is prepared, and the first plate portion 11 is pressed and fixed to the outer surface 24a of the load bearing face 24. At this time, it is preferable to fix the load bearing face material bottom surface 24b so that a part of the upper surface 12a of the second plate portion 12 is in contact with it. The airtight holding member 1 may be fixed by, for example, adhesively fixing the first plate portion 11 and the outer surface 24a of the load bearing surface material 24 with a double-sided tape. As a result, in the airtight holding member 1, the first plate portion 11 is in close contact with the outer surface 24a of the load bearing face material 24, and the second plate portion 12 is in close contact with the load bearing face material bottom surface 24b. It is fixed to 24 with no gap.

第1板部11と耐力面材24の外表面24aとを固定する両面テープとしては、第1板部11を耐力面材24の外表面24aに気密に接着固定できるものであればよく、例えば、両面ブチルテープ等が挙げられる。両面テープは気密保持部材にあらかじめ貼り付けてあってもよく、現場で気密保持部材に貼り付けてもよい。また、両面テープを耐力面材24の外表面24aに貼り付けてから、該両面テープの部分に気密保持部材1を押し付けて接着固定してもよい。   As the double-sided tape for fixing the first plate portion 11 and the outer surface 24a of the load bearing surface material 24, any tape can be used as long as the first plate portion 11 can be hermetically bonded and fixed to the outer surface 24a of the load bearing surface material 24. And double-sided butyl tape. The double-sided tape may be attached in advance to the airtight holding member, or may be attached to the airtight holding member in the field. Alternatively, after the double-sided tape is affixed to the outer surface 24a of the load-bearing face material 24, the airtight holding member 1 may be pressed and fixed to the portion of the double-sided tape.

また、気密保持部材1の耐力面材24への固定によって、第2板部12の下面12bに取り付けられた弾性部材15の先端部分15sが弾性力によって基礎21の上面21aに密着する。これにより、制振装置22の設置によって生じた基礎21と土台23との隙間を、弾性部材15によって確実に閉塞し、基礎21の上に制振装置22を介して土台23が設けられた床下の気密性を保持することができる。   Further, by fixing the airtight holding member 1 to the load bearing surface 24, the tip portion 15s of the elastic member 15 attached to the lower surface 12b of the second plate portion 12 is brought into close contact with the upper surface 21a of the foundation 21 by elastic force. Thereby, the clearance between the foundation 21 and the base 23 caused by the installation of the vibration damping device 22 is reliably closed by the elastic member 15, and the under floor in which the base 23 is provided on the foundation 21 via the vibration damping device 22. Airtightness can be maintained.

本実施形態の気密保持工法では、気密保持部材1における基板10の第1板部11が耐力面材24の外表面24aに固定されるのに対して、弾性部材15は基礎21の上面21aに押し付けられるだけで固定されない。これにより、例えば地震の際、制振装置22によって基礎21と土台23との揺れが異なっていても、基礎21の上面21aで弾性部材15が摺動できるため、気密保持部材1が破損して気密性が低下することを抑制することができる。   In the airtight holding method of the present embodiment, the first plate portion 11 of the substrate 10 in the airtight holding member 1 is fixed to the outer surface 24a of the load bearing face 24, whereas the elastic member 15 is attached to the upper surface 21a of the foundation 21. It is only fixed and not fixed. Thus, for example, in the event of an earthquake, even if the vibration of the foundation 21 and the base 23 differs depending on the vibration control device 22, the elastic member 15 can slide on the upper surface 21 a of the foundation 21. It can suppress that airtightness falls.

また、本実施形態の気密保持工法では、気密保持部材1を建築物の外側である耐力面材24の外表面24aに固定設置するため、こうした気密保持部材を土台23の内側に設置する場合と比較して、土台23の内側にある内基礎構造や大引きを考慮する必要が無く、土台23の外側に沿って容易に設置することが可能になる。   Moreover, in the airtight holding method of the present embodiment, the airtight holding member 1 is fixedly installed on the outer surface 24a of the load bearing surface 24 that is the outside of the building, and therefore, such an airtight holding member is installed inside the base 23. In comparison, it is not necessary to consider the inner foundation structure and the large pull inside the base 23, and it can be easily installed along the outside of the base 23.

また、本実施形態の気密保持工法では、気密保持部材1を構成する第1板部11、第2板部12、および弾性部材15として防蟻剤が混合された材料を用いることで、土台23の内側にシロアリなど建築物に有害な蟻類の侵入を確実に防止することが可能になる。   Further, in the airtight holding method according to the present embodiment, the base plate 23 is formed by using a material mixed with an antifungal agent as the first plate portion 11, the second plate portion 12, and the elastic member 15 constituting the airtight holding member 1. It is possible to surely prevent the entry of ants that are harmful to the building such as termites inside.

なお、本発明では、基板10の第1板部11を耐力面材24の外表面24aに気密に固定する方法は、第1板部11を耐力面材24の外表面24aに気密に固定できれば両面テープを用いる方法には限定されず、例えば、シーリング材を用いる方法であってもよい。また、両面テープを用いずに、釘、タッカーなどで第1板部11を耐力面材24の外表面24aに固定してもよい。この場合には、エチレン−プロピレン−ジエンゴム(EPDM)、軟質ポリウレタン等で形成された気密パッキンを介して第1板部11を耐力面材24の外表面24aに固定することで気密性を確保することができる。   In the present invention, the first plate portion 11 of the substrate 10 is airtightly fixed to the outer surface 24a of the load bearing surface material 24 as long as the first plate portion 11 can be airtightly fixed to the outer surface 24a of the load bearing surface material 24. The method using a double-sided tape is not limited, and for example, a method using a sealing material may be used. Further, the first plate portion 11 may be fixed to the outer surface 24 a of the load bearing surface member 24 with a nail, a tucker or the like without using a double-sided tape. In this case, airtightness is ensured by fixing the first plate portion 11 to the outer surface 24a of the load bearing member 24 through an airtight packing formed of ethylene-propylene-diene rubber (EPDM), soft polyurethane, or the like. be able to.

図3は、図1に示す気密保持部材を建築物の土台の土台外側面に取り付けた状態を示す断面図である。
本発明の別な本実施形態の気密保持工法では、前述した本発明の気密保持部材1を建築物の土台外側面に直接固定する。
図3に示す実施形態では、気密保持部材1の基板10を構成する第1板部11を、土台23のうち土台外側面23aに固定している。また、第2板部12の上面12aの一部が土台底面23bに接している。このような構成では、建築物に耐力面材を設けない場合であっても、本発明の気密保持部材1を容易に設置することができる。
FIG. 3 is a cross-sectional view showing a state where the airtight holding member shown in FIG. 1 is attached to the base outer surface of the building base.
In the airtight holding method according to another embodiment of the present invention, the airtight holding member 1 of the present invention described above is directly fixed to the foundation outer surface of the building.
In the embodiment shown in FIG. 3, the first plate portion 11 constituting the substrate 10 of the hermetic holding member 1 is fixed to the base outer surface 23 a of the base 23. A part of the upper surface 12a of the second plate portion 12 is in contact with the base bottom surface 23b. In such a structure, even if it is a case where a load bearing surface material is not provided in a building, the airtight holding member 1 of this invention can be installed easily.

これにより、制振装置22の設置によって生じた基礎21と土台23との隙間を、弾性部材15によって確実に閉塞し、基礎21の上に制振装置22を介して土台23が設けられた床下の気密性を保持することができる。
また、例えば地震の際、制振装置22によって基礎21と土台23との揺れが異なっていても、基礎21の上面21aで弾性部材15が摺動できるため、気密保持部材1が破損して気密性が低下することを抑制することができる。
Thereby, the clearance between the foundation 21 and the base 23 caused by the installation of the vibration damping device 22 is reliably closed by the elastic member 15, and the under floor in which the base 23 is provided on the foundation 21 via the vibration damping device 22. Airtightness can be maintained.
In addition, for example, in the event of an earthquake, even if the vibration of the foundation 21 and the base 23 differs depending on the vibration control device 22, the elastic member 15 can slide on the upper surface 21 a of the foundation 21. It can suppress that property falls.

以上、本発明のいくつかの実施形態を説明したが、これらの実施形態は、例として提示したものであり、発明の範囲を限定することは意図していない。これら実施形態は、その他の様々な形態で実施されることが可能であり、発明の要旨を逸脱しない範囲で、種々の省略、置き換え、変更を行うことができる。これら実施形態やその変形は、発明の範囲や要旨に含まれると同様に、特許請求の範囲に記載された発明とその均等の範囲に含まれるものである。   As mentioned above, although some embodiment of this invention was described, these embodiment is shown as an example and is not intending limiting the range of invention. These embodiments can be implemented in various other forms, and various omissions, replacements, and changes can be made without departing from the spirit of the invention. These embodiments and their modifications are included in the scope and gist of the invention, and are also included in the invention described in the claims and the equivalents thereof.

1…気密保持部材
10…基板
11…第1板部
12…第2板部
15…弾性部材
21…基礎
22…制振装置
23…土台
23a…土台外側面
24…耐力面材
DESCRIPTION OF SYMBOLS 1 ... Airtight holding member 10 ... Board | substrate 11 ... 1st board part 12 ... 2nd board part 15 ... Elastic member 21 ... Base 22 ... Damping device 23 ... Base 23a ... Base outer surface 24 ... Load bearing surface material

Claims (5)

建築物の基礎の上に制振装置を介して土台が設けられた床下の気密性を保持するための気密保持部材であって、
前記建築物の外側を成す土台外側面または該土台外側面よりも前記建築物の外側に形成される耐力面材の外表面に固定される第1板部と、該第1板部に対して交差し、かつ前記基礎に対して離間して設けられる第2板部と、を有し、
前記第2板部には、前記基礎に向けて延び、先端部分が前記基礎に接し、前記基礎と前記土台との隙間を閉塞する弾性部材が形成されていることを特徴とする気密保持部材。
An airtight holding member for maintaining airtightness under the floor where a foundation is provided on a foundation of a building via a vibration control device,
A first plate portion fixed to an outer surface of a foundation forming the outside of the building or an outer surface of a load bearing surface formed outside the building outside the building outer surface, and the first plate portion A second plate portion that intersects and is spaced apart from the foundation,
An airtight holding member, wherein the second plate portion is formed with an elastic member extending toward the foundation, having a tip portion in contact with the foundation, and closing a gap between the foundation and the base.
前記第2板部は、前記基礎に対向する土台底面の一部または耐力面材底面に接していることを特徴とする請求項1記載の気密保持部材。   2. The airtight holding member according to claim 1, wherein the second plate portion is in contact with a part of a base bottom face or a load bearing face bottom face facing the foundation. 前記弾性部材は、防蟻剤を含む材料から形成されていることを特徴とする請求項1または2記載の気密保持部材。   The airtight holding member according to claim 1 or 2, wherein the elastic member is made of a material containing an anti-anticide. 前記弾性部材は、前記第2板部への取付部分から先端部分に向かって、前記建築物の外側に傾斜するように形成されていることを特徴とする請求項1ないし3いずれか一項記載の気密保持部材。   The said elastic member is formed so that it may incline toward the outer side of the said building toward the front-end | tip part from the attachment part to a said 2nd board part, The Claim 1 thru | or 3 characterized by the above-mentioned. Airtight holding member. 請求項1ないし4いずれか一項記載の気密保持部材を用いて、基礎の上に制振装置を介して土台が設けられた床下の気密性を保持する気密保持工法であって、
前記土台外側面、または前記耐力面材の外表面に対して第1板部を固定することを特徴とする気密保持工法。
Using the airtight holding member according to any one of claims 1 to 4, an airtight holding method for maintaining airtightness under the floor where a foundation is provided on a foundation via a vibration damping device,
An airtight holding method, wherein the first plate portion is fixed to the outer surface of the base or the outer surface of the load bearing surface material.
JP2017152610A 2017-08-07 2017-08-07 Airtight holding member and airtight holding method Pending JP2019031814A (en)

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