JP6899623B2 - Joint structure of building sheets - Google Patents

Joint structure of building sheets Download PDF

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JP6899623B2
JP6899623B2 JP2014247480A JP2014247480A JP6899623B2 JP 6899623 B2 JP6899623 B2 JP 6899623B2 JP 2014247480 A JP2014247480 A JP 2014247480A JP 2014247480 A JP2014247480 A JP 2014247480A JP 6899623 B2 JP6899623 B2 JP 6899623B2
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joint
building
sheet
joint member
base
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JP2016108825A (en
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旭 進藤
旭 進藤
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Lonseal Corp
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Lonseal Corp
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Description

本発明は下地の上に敷設された建築用シートのつなぎ目構造であって、複数の建築用シートを下地の上で敷設する建築用シートのつなぎ目構造に関するものである。 The present invention relates to a joint structure of building sheets laid on a base, and relates to a joint structure of building sheets laid on a base.

一般にビル、マンション、戸建住宅等建築物の屋上、屋根、ベランダ、バルコニーなどの下地に防水シートや床シートなどの建築用シートを敷設する場合、複数の建築用シートを使用することを要する。たとえば屋上に防水シートを敷設して防水層を形成する場合、隣接する防水シートのつなぎ目においての漏水を防止するために、隣接シートを幅方向で重ねて施工する方法があるが、その重ね代部で生じる段差が問題となる場合があった。すなわち、この重ね代部での段差により雨水の流れが妨げられ、水がその重ね合わせた部分に溜まるという問題があった。 Generally, when laying a building sheet such as a waterproof sheet or a floor sheet on the roof, roof, veranda, balcony, or other base of a building such as a building, an apartment, or a detached house, it is necessary to use a plurality of building sheets. For example, when laying a waterproof sheet on the roof to form a waterproof layer, there is a method of stacking adjacent sheets in the width direction in order to prevent water leakage at the joints of adjacent waterproof sheets. In some cases, the step caused by the above may be a problem. That is, there is a problem that the flow of rainwater is obstructed by the step in the overlapping margin portion, and water collects in the overlapping portion.

そこで、防水シートを重ね合わせずに段差なく複数の防水シートを接合する方法として、隣接する防水シートの端縁部同士を突き合わせた突き合わせ端縁部の下面にわたって、端縁部長手方向に沿った帯状の継ぎ目用防水シートが接着された重ね継ぎ部を構成し、その重ね継ぎ部の下の下地側に掘り込み部を設け、その掘り込み部に重ね継ぎ部の継ぎ目用防水シートを納めることで、隣接する防水シートを略平坦とする構造が提案されている。 Therefore, as a method of joining a plurality of waterproof sheets without overlapping the waterproof sheets without overlapping them, a band shape along the longitudinal direction of the edge portion over the lower surface of the butt edge portion in which the edge portions of the adjacent waterproof sheets are butted against each other. By forming a lap joint part to which the waterproof sheet for the seam is adhered, providing a digging part on the base side under the lap joint part, and storing the waterproof sheet for the seam of the lap joint part in the digging part. A structure has been proposed in which the adjacent tarpaulin is made substantially flat.

特開2008−196192号公報Japanese Unexamined Patent Publication No. 2008-196192

しかし、上記の場合、隣接する防水シートの突き合わせ端縁部と帯状の継ぎ目用防水シートで構成された重ね継ぎ部の下の下地側に掘り込み部を設けるために、継ぎ目用防水シートの厚み分薄い下地を別途配置する必要がある。それにより下地の配置が複雑になり作業効率の低下、施工時間の増加といった問題があった。 However, in the above case, in order to provide a digging portion on the base side under the lap joint portion composed of the butt edge portion of the adjacent waterproof sheet and the band-shaped waterproof sheet for the seam, the thickness of the waterproof sheet for the seam is increased. It is necessary to arrange a thin base separately. As a result, the arrangement of the base is complicated, and there are problems such as a decrease in work efficiency and an increase in construction time.

この発明は上記の問題点を解消するためになされたものであり、下地に複数の建築用シートを敷設固定する場合において、建築用シートのつなぎ目に段差がなく略平坦で作業性に優れた建築用シートのつなぎ目構造を提供することである。 The present invention has been made to solve the above-mentioned problems, and when a plurality of building sheets are laid and fixed on the base, there is no step at the joint of the building sheets, and the building is substantially flat and has excellent workability. It is to provide a joint structure of sheets for use.

即ち、本発明は上記問題を解決したものであり、請求項1では、下地の上に敷設される複数の防水シートまたは床シートである建築用シートと、前記下地と前記建築用シートの間に配置され前記建築用シートの端部同士のつなぎ目に沿って前記建築用シートに接合される帯状の目地用部材とを備え、前記目地用部材は前記つなぎ目に対応する部分から端部にかけて厚みが薄く形成され、前記つなぎ目に対応する部分から両端にかけて傾斜しており、前記つなぎ目に対応する部分から端部にかけての傾斜が1/100〜1/20であり、かつ前記つなぎ目に対応する部分の厚みが0.5〜5.0mmであり、隣接する前記建築用シートの端部同士を前記つなぎ目に対応する部分上において突き付けて接合されている建築用シートのつなぎ目構造。
請求項2では、前記目地用部材の前記つなぎ目に対応する部分に凹条が形成されている請求項1に記載の建築用シートのつなぎ目構造。
請求項3では、前記目地用部材の前記凹条に目地処理剤を挿入することにより隣接する前記建築用シート同士の接合目地に目地処理が施されている請求項2に記載の建築用シートのつなぎ目構造。
請求項4では、前記下地が建築物の屋上、屋根、ベランダ、テラスのいずれかの下地である請求項1〜3のいずれか1項に記載の建築用シートのつなぎ目構造。
請求項5では、前記目地部材は断面が略二等辺三角形である請求項1〜4のいずれか1項に記載の建築用シートのつなぎ目構造。

That is, the present invention solves the above problem, and in claim 1, a building sheet which is a plurality of waterproof sheets or floor sheets laid on the base and between the base and the building sheet. It is provided with a band-shaped joint member that is arranged and joined to the building sheet along the joint between the ends of the building sheet, and the joint member is thin from the portion corresponding to the joint to the end. It is formed and is inclined from the portion corresponding to the joint to both ends, the inclination from the portion corresponding to the joint to the end is 1/100 to 1/20, and the thickness of the portion corresponding to the joint is A joint structure of a building sheet, which is 0.5 to 5.0 mm and is joined by abutting the ends of adjacent building sheets on a portion corresponding to the joint.
According to claim 2, joint structures of the building sheet of claim 1, concave portions corresponding to the joint of the joint for member is formed.
According to claim 3, architectural according toMotomeko 2 eyes fabric processing bonding joints between the sheets for the construction of adjacent that have been subjected by inserting the joint processing agent to said concave of said joint member Seat joint structure.
In claim 4, the joint structure of the building sheet according to any one of claims 1 to 3, wherein the base is a base of any one of a rooftop, a roof, a veranda, and a terrace of a building.
The joint structure of a building sheet according to claim 5, wherein the joint member has a substantially isosceles triangle cross section.

本発明によれば、複数の建築用シートを下地の上に敷設する際、建築用シートのつなぎ目に段差がなく略平坦で作業性に優れた建築用シートのつなぎ目構造を提供することができる。 According to the present invention, when a plurality of building sheets are laid on a base, it is possible to provide a joint structure of building sheets that is substantially flat and has excellent workability without steps at the joints of the building sheets.

本発明の建築用シートのつなぎ目構造の一態様を示す断面図である。It is sectional drawing which shows one aspect of the joint structure of the building sheet of this invention. 本発明の目地用部材の断面形状を示す断面図である。It is sectional drawing which shows the cross-sectional shape of the joint member of this invention. 図2(2−1)の目地用部材の変形例を示す断面斜視図である。2 is a cross-sectional perspective view showing a modified example of the joint member of FIG. 2 (2-1). 図1の建築用シートのつなぎ目構造の断面図の別例である。This is another example of a cross-sectional view of the joint structure of the building sheet shown in FIG. 本発明の建築用シートのつなぎ目構造の他の態様を示す断面図である。It is sectional drawing which shows the other aspect of the joint structure of the building sheet of this invention. 本発明の建築用シートのつなぎ目構造の他の態様を示す断面図である。It is sectional drawing which shows the other aspect of the joint structure of the building sheet of this invention. 本発明の建築用シートのつなぎ目構造の他の態様を示す断面図である。It is sectional drawing which shows the other aspect of the joint structure of the building sheet of this invention. 本発明の建築用シートのつなぎ目構造の他の態様を示す断面図である。It is sectional drawing which shows the other aspect of the joint structure of the building sheet of this invention. 本発明の建築用シートのつなぎ目構造の他の態様を示す断面図である。It is sectional drawing which shows the other aspect of the joint structure of the building sheet of this invention. 本発明の建築用シートのつなぎ目構造を用いた建築用シートの施工構造の一例を示す断面図である。It is sectional drawing which shows an example of the construction structure of the building sheet using the joint structure of the building sheet of this invention. 本発明の建築用シートのつなぎ目構造を用いた建築用シートの施工構造の他例を示す断面図である。It is sectional drawing which shows another example of the construction structure of the building sheet using the joint structure of the building sheet of this invention. 本発明の建築用シートのつなぎ目構造を用いた建築用シートの施工構造の他例を示す断面図である。It is sectional drawing which shows another example of the construction structure of the building sheet using the joint structure of the building sheet of this invention. 本発明の建築用シートのつなぎ目構造を用いた建築用シートの施工構造の他例を示す断面図である。It is sectional drawing which shows another example of the construction structure of the building sheet using the joint structure of the building sheet of this invention.

以下に本発明の建築用シートつなぎ目構造について図面を参照して説明する。本発明は以下の実施形態に限定されるものではない。 The building sheet joint structure of the present invention will be described below with reference to the drawings. The present invention is not limited to the following embodiments.

本発明の建築用シートのつなぎ目構造の概要について図1を用いて説明する。本発明のつなぎ目構造は、略平坦な下地1に複数の建築用シート3を敷設固定する場合に隣接する建築用シート3−1および3−2の端部同士のつなぎ目に関する構造であり、該つなぎ目に沿って建築用シート3に接合される目地用部材2を備えている。本発明のつなぎ目構造の上面には段差がなく、つなぎ目部が周辺部に比べやや下地からの高さが高く形成されていることを特徴とする。これによりシート端部同士のつなぎ目という段差が生じやすい場所においても段差が生じず、またつなぎ目を中心としてそこから外側にかけてなだらかに傾斜を有する構造となっているためつなぎ目に水が溜まるといった問題も解消するものである。 The outline of the joint structure of the building sheet of the present invention will be described with reference to FIG. The joint structure of the present invention is a structure relating to a joint between the ends of adjacent building sheets 3-1 and 3-2 when a plurality of building sheets 3 are laid and fixed on a substantially flat base 1, and the joint is formed. It is provided with a joint member 2 to be joined to the building sheet 3 along the above. The upper surface of the joint structure of the present invention has no step, and the joint portion is formed to have a height slightly higher than the peripheral portion as compared with the peripheral portion. As a result, there is no step even in places where steps are likely to occur, such as the joints between the sheet edges, and the structure has a gentle slope from there to the outside around the joints, eliminating the problem of water collecting at the joints. To do.

ここで本発明の建築用シートのつなぎ目構造を構成する各部材について説明する。 Here, each member constituting the joint structure of the building sheet of the present invention will be described.

<下地>
下地1は特に制限なく使用できるが、ビル、マンション、戸建て住宅等建築物の屋上、屋根、ベランダ、テラス等のコンクリート下地、軽量発泡コンクリート下地、金属下地、木質下地、無機質ボードなどに適用される。
<Base>
The base 1 can be used without particular limitation, but it is applied to concrete bases such as rooftops, roofs, balconies, terraces of buildings such as buildings, condominiums, and detached houses, lightweight foam concrete bases, metal bases, wood bases, and inorganic boards. ..

無機質ボードとしては石膏ボード、セメントボード、ケイ酸カルシウムボード、樹脂強化板などがあげられるが、反りが少なく寸法安定性に優れるために、無機質を熱硬化性樹脂で固化強化した樹脂強化板がより好ましい。
また上記の下地1には各種処理剤等で表面に処理が施されていてもよく、例えば表面を平滑にするための下地調整材が塗布されていたり、また塗膜防水などにより防水層が形成されていてもよい。
Examples of the inorganic board include gypsum board, cement board, calcium silicate board, and resin reinforced board. However, in order to have less warpage and excellent dimensional stability, a resin reinforced board in which the inorganic material is solidified and reinforced with a thermosetting resin is more suitable. preferable.
Further, the surface of the base 1 may be treated with various treatment agents or the like, for example, a base adjusting material for smoothing the surface is applied, or a waterproof layer is formed by waterproofing the coating film or the like. It may have been done.

<目地用部材>
目地用部材2は建築用シート3の端部同士のつなぎ目に沿って前記建築用シートに接合される部材であり、特につなぎ目の水密性が要求される場所においては建築用シート3の端部同士のつなぎ目に沿って連続して接合されることが好ましく、目地用部材2は帯状のものが好適に用いられる。目地用部材2はつなぎ目に対応する部分から該つなぎ目に対応する部分Aと並列する端部Bにかけて厚みが薄く形成されている。また目地用部材2は単一の部材であってもよく、複数の部材から構成されていてもよい。
<Joint members>
The joint member 2 is a member that is joined to the building sheet along the joint between the ends of the building sheet 3, and the ends of the building sheet 3 are joined to each other especially in a place where watertightness of the joint is required. It is preferable that the joint members 2 are continuously joined along the joints of the joints, and a band-shaped joint member 2 is preferably used. The joint member 2 is formed to be thin from the portion corresponding to the joint to the end portion B parallel to the portion A corresponding to the joint. Further, the joint member 2 may be a single member or may be composed of a plurality of members.

図2は目地用部材2の幅方向(つなぎ目に対して垂直方向)の断面形状の例を示すものである。以下図2を用いて目地用部材2の形状の詳細を説明する。 FIG. 2 shows an example of the cross-sectional shape of the joint member 2 in the width direction (direction perpendicular to the joint). The details of the shape of the joint member 2 will be described below with reference to FIG.

図2の目地用部材2−1は断面が略二等辺三角形であり、Aが建築シート3のつなぎ目に対応する部分であり、両側の端部B1、B2を結んだ底面が下地側に配置される面となる。目地用部材2−1はつなぎ目に対応する部分Aの厚みAA´よりも端部B(B1、B2)の厚みが薄く形成されている。 The joint member 2-1 in FIG. 2 has a substantially isosceles triangle cross section, A is a portion corresponding to the joint of the building sheet 3, and the bottom surface connecting the ends B1 and B2 on both sides is arranged on the base side. It becomes a surface. The joint member 2-1 is formed so that the thickness of the end portions B (B1, B2) is thinner than the thickness AA'of the portion A corresponding to the joint.

目地用部材2−2のように断面が台形形状であっても良い。この場合建築用シート3のつなぎ目は端部C1、C2を結んだ面上の略中央部に対応させることが好ましい。目地用部材2−2は両側の端部B1、B2を結んだ底面が下地側に配置される面となる。目地用部材2−2はつなぎ目に対応する部分Aの厚みAA´よりも端部B(B1、B2)の厚みが薄く形成されている。 The cross section may be trapezoidal as in the joint member 2-2. In this case, it is preferable that the joint of the building sheet 3 corresponds to a substantially central portion on the surface connecting the end portions C1 and C2. The joint member 2-2 is a surface on which the bottom surface connecting the ends B1 and B2 on both sides is arranged on the base side. The joint member 2-2 is formed so that the thickness of the end portions B (B1, B2) is thinner than the thickness AA'of the portion A corresponding to the joint.

目地用部材2−3のように断面が二つの直角三角形を組み合わせたような形状であっても良い。この場合、目地用部材2−3は建築用シート3のつなぎ目に対応する部分AがA1およびA2の二か所となる。つなぎ目に対応する部分A2と片側の端部B2を結んだ底面が下地側に配置される面となる。目地用部材2−3はつなぎ目に対応する部分A(A1、A2)の厚みAA´(A1A´1、A2A´2)よりも端部B(B1、B2)の厚みが薄く形成されている。 The shape may be a combination of two right triangles with a cross section such as the joint member 2-3. In this case, the joint members 2-3 have two portions A1 and A2 corresponding to the joints of the building sheets 3. The bottom surface connecting the portion A2 corresponding to the joint and the end portion B2 on one side is the surface to be arranged on the base side. The joint members 2-3 are formed so that the thickness of the end portion B (B1, B2) is thinner than the thickness AA'(A1A'1, A2A'2) of the portion A (A1, A2) corresponding to the joint.

目地用部材2−4は断面が略直角辺三角形であり、Aが建築用シート3のつなぎ目に対応する部分であり、片側の端部BとA´を結んだ底面が下地側に配置される面となる。目地用部材2−4はつなぎ目に対応する部分Aの厚みAA´よりも端部Bの厚みが薄く形成されている。 The joint member 2-4 has a substantially right-angled triangular cross section, A is a portion corresponding to the joint of the building sheet 3, and the bottom surface connecting one end B and A'is arranged on the base side. It becomes a face. The joint member 2-4 is formed so that the thickness of the end portion B is thinner than the thickness AA'of the portion A corresponding to the joint.

目地用部材2の厚みは極力薄い方が建築用シート3のつなぎ目がより平滑となり好ましいが、薄すぎるとつなぎ目部分の接合強度が低下する恐れがある。このため目地用部材2の建築用シート3のつなぎ目に対応する部分の厚みは0.1〜10.0mmが好ましく、さらに0.5〜5.0mmが好ましい。また目地用部材2の厚みは0.01〜1.0mmが好ましく、さらに0.05〜0.5mmが好ましい。 It is preferable that the joint member 2 is as thin as possible because the joints of the building sheets 3 are smoother, but if it is too thin, the joint strength of the joints may decrease. Therefore, the thickness of the portion of the joint member 2 corresponding to the joint of the building sheet 3 is preferably 0.1 to 10.0 mm, more preferably 0.5 to 5.0 mm. The thickness of the joint member 2 is preferably 0.01 to 1.0 mm, more preferably 0.05 to 0.5 mm.

目地用部材2は、建築用シート3のつなぎ目に対応する部分Aから端部Bにわたる部分に傾斜を有していることが好ましく、さらに目地用部材2は建築用シート3のつなぎ目に対応する部分Aから端部Bにわたって全体が傾斜していることが好ましい。
例えば、図2の目地用部材2−1の場合、建築用シート3のつなぎ目に対応する部分Aから端部B1または端部B2にわたる部分に傾斜を有しており、またつなぎ目に対応する部分Aから端部B1または端部B2にわたって全体的に傾斜している。目地用部材2−2の場合、建築用シート3のつなぎ目に対応する部分Aから端部B1または端部B2にわたる部分に部分的に傾斜を有している。目地用部材2がこのような傾斜を有していることで、建築用シート3のつなぎ目に水が溜まりにくくなる効果がある。目地用部材2−1、2−2でみると、つなぎ目に対応する部分Aから端部Bにわたる部分に部分的に傾斜を有している目地用部材2−2に比べ、つなぎ目に対応する部分Aから端部Bにわたる部分に全体的に傾斜を有している目地用部材2−1の方が水が溜まりにくい効果がより向上する。
The joint member 2 preferably has an inclination from the portion A corresponding to the joint of the building sheet 3 to the end portion B, and the joint member 2 is a portion corresponding to the joint of the building sheet 3. It is preferable that the whole is inclined from A to the end B.
For example, in the case of the joint member 2-1 of FIG. 2, the portion A extending from the portion A corresponding to the joint of the building sheet 3 to the end B1 or the end B2 has an inclination, and the portion A corresponding to the joint. It is generally inclined from the end B1 or the end B2. In the case of the joint member 2-2, the portion extending from the portion A corresponding to the joint of the building sheet 3 to the end portion B1 or the end portion B2 has a partial inclination. Since the joint member 2 has such an inclination, there is an effect that water is less likely to collect at the joint of the building sheets 3. Looking at the joint members 2-1 and 2-2, the portion corresponding to the joint is compared with the joint member 2-2 which has a partial inclination in the portion extending from the portion A to the end B corresponding to the joint. The joint member 2-1 having an overall inclination from A to the end B is more effective in preventing water from accumulating.

このように目地用部材2に傾斜を設けることでつなぎ目に対応する部分Aの厚みを厚くすることができる。これにより建築用シート3−1と建築用シート3−2とのつなぎ目(接合目地)部分の接合強度を大きくできる。ここで、建築用シート3−1と建築用シート3−2とをその端部同士を突き合わせて接合する場合(例えば図1)において、建築用シート3同士の端面は充分に接合できない場合があるが、つなぎ目部分(接合目地)には目地用部材2が配置され目地用部材2の表面と建築用シート3−1および建築用シート3−2の裏面とが接合されている。そのため、つなぎ目部分(接合目地)に応力が作用した場合でも目地用部材2がその応力に対抗することができる。この場合において、つなぎ目に対応する部分Aを厚く形成することでこの応力への対抗は強くなるため好ましい。しかし、端部Bまでも厚みが厚いと段差が大きくなり水たまりが生じやすくなってしまう。それに対し、端部Bを薄く形成し目地用部材2に傾斜を設けることで、段差が生じるのを回避し水たまりが生じ難く、つなぎ目に対応する部分Aの厚みが厚いために接合強度にも優れることとなる。 By providing the joint member 2 with an inclination in this way, the thickness of the portion A corresponding to the joint can be increased. As a result, the joint strength of the joint (joint) portion between the building sheet 3-1 and the building sheet 3-2 can be increased. Here, when the building sheets 3-1 and the building sheets 3-2 are joined by abutting the ends thereof (for example, FIG. 1), the end faces of the building sheets 3 may not be sufficiently joined. However, a joint member 2 is arranged at the joint portion (joint joint), and the front surface of the joint member 2 and the back surface of the building sheet 3-1 and the building sheet 3-2 are joined. Therefore, even when stress acts on the joint portion (joint joint), the joint member 2 can counter the stress. In this case, it is preferable to form the portion A corresponding to the joint thickly because the resistance to this stress becomes stronger. However, if the thickness of the end portion B is also large, the step becomes large and a puddle is likely to occur. On the other hand, by forming the end portion B thinly and providing the joint member 2 with an inclination, it is possible to avoid a step and prevent a puddle from forming, and the thickness of the portion A corresponding to the joint is excellent, so that the joint strength is also excellent. It will be.

目地用部材2の前記つなぎ目に対応する部分Aから端部Bにかけての傾斜は1/200〜1/5が好ましく、1/100〜1/20がさらに好ましい。
傾斜が小さすぎると厚みを確保するために幅を広くする必要があり、建築用シートとの接合面が広くなり作業性が悪化する。
傾斜が大きすぎると建築用シート3と接合した際、下地面からみて平坦でなくなってしまう。
また傾斜の向きは、建築用シート3の端部同士のつなぎ目である線状のつなぎ目と略直交する方向に向けて傾斜していることが好ましい。
The inclination of the joint member 2 from the portion A corresponding to the joint to the end portion B is preferably 1/200 to 1/5, more preferably 1/100 to 1/20.
If the inclination is too small, it is necessary to increase the width in order to secure the thickness, and the joint surface with the building sheet becomes wide and the workability deteriorates.
If the inclination is too large, when it is joined to the building sheet 3, it will not be flat when viewed from the base surface.
Further, the direction of inclination is preferably toward a direction substantially orthogonal to the linear joint which is the joint between the ends of the building sheet 3.

図2の目地用部材2−1および2−2は、主に建築用シート3の端部同士を突き付けて接合したつなぎ目構造とする場合に用いられ、図1のように下地1の上に目地用部材2−1を配置し、その上に建築用シート3−1、3−2の端部同士を突き付けて接合したつなぎ目構造とする場合に、建築用シート3のつなぎ目に対応する部分Aに目印を設けることができる。図3は目地用部材2−1の変形例を示したものである。図3の目地用部材2−1aはつなぎ目に対応する部分Aに目印として凹条を形成した例であり、目地用部材2−1bは目印として直線状の描画を施した例である。目印としてはこれに限定されず、たとえば凸条であったり、破線や点線などの描画であってもよい。このような目印を設けることによって目地用部材2のつなぎ目に対応する部分Aに正確に建築用シート3のつなぎ目を合致させることができ、これによりつなぎ目の浮きやつなぎ目に水だまりができることを防止する効果が高まる。また目印として凹条を形成した場合は、つなぎ目の目地処理剤として溶接棒やシーラーなどを凹条に挿入することができ、端部処理の仕上がりが奇麗になるという効果も得られる。 The joint members 2-1 and 2-2 of FIG. 2 are mainly used in the case of forming a joint structure in which the ends of the building sheet 3 are abutted against each other and joined to each other, and the joints are formed on the base 1 as shown in FIG. When the building members 2-1 are arranged and the joints of the building sheets 3-1 and 3-2 are abutted against each other to form a joint structure, the parts A corresponding to the joints of the building sheets 3 are formed. A mark can be provided. FIG. 3 shows a modified example of the joint member 2-1. The joint member 2-1a in FIG. 3 is an example in which a recess is formed as a mark in the portion A corresponding to the joint, and the joint member 2-1b is an example in which a linear drawing is performed as a mark. The mark is not limited to this, and may be, for example, a convex line or a drawing such as a broken line or a dotted line. By providing such a mark, the joint of the building sheet 3 can be accurately matched with the portion A corresponding to the joint of the joint member 2, thereby preventing the joint from floating or forming a puddle at the joint. The effect is enhanced. Further, when the recess is formed as a mark, a welding rod, a sealer, or the like can be inserted into the recess as a joint treatment agent for the joint, and the effect of improving the finish of the end treatment can be obtained.

目地用部材2は、合成樹脂製、金属板等を適時選択することが出来、これらを複合して用いることもできる。
本発明で用いられる目地用部材2は合成樹脂製の場合、ポリエチレン、ポリプロピレン等のオレフィン樹脂や、エチレン-酢酸ビニル共重合樹脂、エチレン-(メタ)アクリル酸エステル、ポリ塩化ビニル、ポリ塩化ビニリデン樹脂、塩素化ポリエチレン、アクリル系樹脂、スチレン系樹脂、スチレンブタジエンゴム、アクリロニトリルブタジエンゴムなどが挙げられ、これら2種類以上の樹脂を組み合わせて使用しても良い。
As the joint member 2, a synthetic resin, a metal plate, or the like can be selected in a timely manner, and these can be combined and used.
When the joint member 2 used in the present invention is made of synthetic resin, it is an olefin resin such as polyethylene or polypropylene, an ethylene-vinyl acetate copolymer resin, an ethylene- (meth) acrylic acid ester, a polyvinyl chloride, or a polyvinyl chloride resin. , Chlorinated polyethylene, acrylic resin, styrene resin, styrene butadiene rubber, acrylonitrile butadiene rubber and the like, and these two or more kinds of resins may be used in combination.

上記合成樹脂の中でも成形加工性、柔軟性に優れるために、ポリ塩化ビニル系樹脂が好適に用いられる。
目地用部材2に用いられるポリ塩化ビニル系樹脂としては、塩化ビニル単独重合体であるポリ塩化ビニル樹脂、塩化ビニルと酢酸ビニル、エチレン、(メタ)アクリル酸エステル、塩化ビニリデン等との共重合体などが使用でき、経済性、加工性の面からポリ塩化ビニル樹脂が好ましい。
Among the above synthetic resins, polyvinyl chloride-based resins are preferably used because they are excellent in moldability and flexibility.
Examples of the polyvinyl chloride resin used for the joint member 2 include a polyvinyl chloride resin which is a vinyl chloride homopolymer, a copolymer of vinyl chloride and vinyl acetate, ethylene, (meth) acrylic acid ester, vinylidene chloride, and the like. Etc. can be used, and polyvinyl chloride resin is preferable from the viewpoint of economy and processability.

また目地用部材2は、単層でも複層でも使用することが出来、基材を積層することもできる。基材としては、木綿、麻等の天然繊維、ポリエステル、ポリエチレン、アクリル等の合成繊維、ガラス繊維の織布や不織布を用いることができる。中でも、寸法安定性、加工性の点から、ポリエステル不織布、ガラス不織布、ガラス織布が好ましい。 Further, the joint member 2 can be used in either a single layer or a plurality of layers, and a base material can be laminated. As the base material, natural fibers such as cotton and linen, synthetic fibers such as polyester, polyethylene and acrylic, woven fabrics of glass fibers and non-woven fabrics can be used. Among them, polyester non-woven fabric, glass non-woven fabric, and glass woven fabric are preferable from the viewpoint of dimensional stability and workability.

目地用部材2はそれぞれの層を別の組成から成る層で構成してもよいし、同一の組成で構成してもよい。また、前記基材は、最下層に積層しても、各層の間に積層することもできる。 Each layer of the joint member 2 may be composed of layers having different compositions, or may be composed of the same composition. Further, the base material may be laminated on the lowest layer or may be laminated between the layers.

目地用部材2に合成樹脂を使用する場合には、必要に応じ可塑剤、酸化防止剤、滑剤、安定剤、紫外線吸収剤、光安定剤、加工助剤、充填材、難燃剤、顔料などを添加することができる。 When a synthetic resin is used for the joint member 2, a plasticizer, an antioxidant, a lubricant, a stabilizer, an ultraviolet absorber, a light stabilizer, a processing aid, a filler, a flame retardant, a pigment, etc. are added as necessary. Can be added.

可塑剤としては、DOP、DINP、DUP、DOTPなどのフタル酸系可塑剤、DOA、DINA、DIDAなどのアジピン酸系可塑剤、ポリエステル系可塑剤、トリメリット酸系可塑剤、TCP、TXPなどのリン酸エステル系可塑剤、エポキシ化大豆油等のエポキシ系可塑剤、DINCHなどのシクロヘキサン系可塑剤などが使用できる。なかでも、DOP、DINPなどのフタル酸系可塑剤が耐候性、耐久性、可塑化効率、相溶性、加工性の面から好ましい。 Examples of the plasticizer include phthalic acid-based plasticizers such as DOP, DINP, DUP, and DOTP, adipic acid-based plasticizers such as DOA, DINA, and DIDA, polyester-based plasticizers, trimellitic acid-based plasticizers, TCP, TXP, and the like. Phthalic acid ester-based plasticizers, epoxy-based plasticizers such as epoxidized soybean oil, cyclohexane-based plasticizers such as DINCH, and the like can be used. Of these, phthalic acid-based plasticizers such as DOP and DINP are preferable from the viewpoints of weather resistance, durability, plasticization efficiency, compatibility, and processability.

たとえば合成樹脂としてポリ塩化ビニル系樹脂を用いる場合、可塑剤の添加量は加工性、柔軟性の観点からポリ塩化ビニル系樹脂100重量部に対して10重量部〜100重量部が好ましく、30〜70重量部がさらに好ましい。 For example, when a polyvinyl chloride resin is used as the synthetic resin, the amount of the plasticizer added is preferably 10 parts by weight to 100 parts by weight, preferably 30 to 100 parts by weight, based on 100 parts by weight of the polyvinyl chloride resin from the viewpoint of processability and flexibility. 70 parts by weight is more preferable.

また充填材としては、炭酸カルシウム、炭酸マグネシウム、水酸化アルミニウム、水酸化マグネシウム、タルク、カリオン、マイカ、ケイ酸マグネシウムなどの無機系充填材が使用できる。たとえば合成樹脂としてポリ塩化ビニル系樹脂を用いる場合、充填材の添加量は、経済性、加工性、柔軟性の面からポリ塩化ビニル100重量部に対して5〜200重量部が好ましく、50〜150部がさらに好ましい。 Further, as the filler, an inorganic filler such as calcium carbonate, magnesium carbonate, aluminum hydroxide, magnesium hydroxide, talc, carion, mica, magnesium silicate can be used. For example, when a polyvinyl chloride resin is used as the synthetic resin, the amount of the filler added is preferably 5 to 200 parts by weight, preferably 50 to 200 parts by weight, based on 100 parts by weight of polyvinyl chloride from the viewpoints of economy, processability, and flexibility. 150 parts is more preferable.

<建築用シート>
本発明で用いられる建築用シート3は、塩化ビニル系、オレフィン系、アクリル系、ゴム系など合成樹脂製の建築用シート等が使用できる。塩化ビニル系建築用シートが、施工性、シート同士の溶着性、建築用シート固定金具との密着性の点から好ましい。
建築用シート3の厚さとしては、0.5〜5.0mmのものが使用でき、防水性能の安全性から1.0〜2.5mmが好ましい。
<Building sheet>
As the building sheet 3 used in the present invention, a building sheet made of synthetic resin such as vinyl chloride-based, olefin-based, acrylic-based, and rubber-based can be used. Vinyl chloride-based building sheets are preferable from the viewpoints of workability, weldability between sheets, and adhesion to building sheet fixing brackets.
As the thickness of the building sheet 3, a sheet of 0.5 to 5.0 mm can be used, and 1.0 to 2.5 mm is preferable from the viewpoint of safety of waterproof performance.

また建築用シート3は、単層でも複層でも使用することが出来る。また、複層の場合は、基材を積層することもできる。基材としては、木綿、麻等の天然繊維、ポリエステル、ポリエチレン、アクリル等の合成繊維、ガラス繊維の織布や不織布を用いることができる。中でも、寸法安定性、加工性の点から、ポリエステル不織布、ガラス不織布、ガラス織布が好ましい。 Further, the building sheet 3 can be used in either a single layer or a plurality of layers. Further, in the case of a plurality of layers, the base materials can be laminated. As the base material, natural fibers such as cotton and linen, synthetic fibers such as polyester, polyethylene and acrylic, woven fabrics of glass fibers and non-woven fabrics can be used. Among them, polyester non-woven fabric, glass non-woven fabric, and glass woven fabric are preferable from the viewpoint of dimensional stability and workability.

建築用シート3が複層である場合には、それぞれの層を別の組成から成る層で構成してもよいし、同一の組成で構成してもよい。また、前記基材は、最下層に積層しても、各層の間に積層することもできる。
建築用シート3と目地用部材2とを接合する場合や建築用シート3同士を重ねて接合する際に、溶剤溶着や熱風溶接が出来るという点から、最上層および最下層が熱可塑性樹脂層で構成されていることが好ましい。例えば、ポリ塩化ビニル系防水シートの場合、最上層及び最下層がポリ塩化ビニル樹脂製であってその中間に前記基材を積層したものを好適に使用できる。また建築用シート3がポリ塩化ビニル系シートの場合には目地用部材2もポリ塩化ビニル系樹脂製のものが好適に用いられる。
When the building sheet 3 has a plurality of layers, each layer may be composed of layers having different compositions, or may be composed of the same composition. Further, the base material may be laminated on the lowest layer or may be laminated between the layers.
The top layer and the bottom layer are thermoplastic resin layers from the viewpoint that solvent welding and hot air welding can be performed when joining the building sheet 3 and the joint member 2 or when joining the building sheets 3 in layers. It is preferably configured. For example, in the case of a polyvinyl chloride-based waterproof sheet, one in which the uppermost layer and the lowermost layer are made of polyvinyl chloride resin and the base material is laminated in the middle can be preferably used. When the building sheet 3 is a polyvinyl chloride-based sheet, the joint member 2 is also preferably made of a polyvinyl chloride-based resin.

建築用シート3は歩行時の防滑性を得る目的や意匠性を発現するため、その表面に規則性或いは不規則性の凹凸が設けられていても良く、また表面に印刷等の意匠層が設けられていても良い。このような建築用シート3はマンション等の開放廊下やベランダといった場所に好適に用いられる。 Since the building sheet 3 exhibits the purpose of obtaining anti-slip properties during walking and design, the surface may be provided with regular or irregular irregularities, and the surface may be provided with a design layer such as printing. It may have been printed. Such a building sheet 3 is suitably used in a place such as an open corridor such as an apartment or a veranda.

<つなぎ目構造>
本発明のつなぎ目構造について図面を用いて具体的に説明する。
<Joint structure>
The joint structure of the present invention will be specifically described with reference to the drawings.

図1、図4〜図9に本発明のつなぎ目構造の態様が示されている。これらを建築用シート3のつなぎ方で大別すると、図1、図4、図5のように建築用シート3の端部同士を突き合わせて接合したもの(分類i)、図6のように建築用シート3の端部同士を対向して接合したもの(分類ii)、図7〜図9のように建築用シート3の端部同士を重ね合わせて接合したもの(分類iii)に分類できる。 1 and 4 to 9 show aspects of the joint structure of the present invention. These are roughly classified according to how the building sheets 3 are connected. As shown in FIGS. 1, 4, and 5, the ends of the building sheets 3 are abutted and joined (classification i), and as shown in FIG. 6, the building is constructed. It can be classified into those in which the ends of the building sheets 3 are joined to face each other (classification ii) and those in which the ends of the building sheets 3 are overlapped and joined as shown in FIGS. 7 to 9 (classification iii).

分類iのつなぎ目構造には図2の目地用部材2−1、2−2が好適に用いられる。
図1のつなぎ目構造においては、目地用部材2−1が使用されており、下地1に目地用部材2−1が固定され、建築用シート3-1、3-2の端部3−1a、3−2aが突き合わせた状態で建築用シート3-1および3-2の端縁部の裏面と目地用部材2−1の表面とが固定されている。そして本構造において目地用部材2−1の断面の頂点で建築用シート3−1、3−2のつなぎ目が構成されているために段差が生じず、略平坦なつなぎ目構造とすることができ、さらに目地用部材2−1は建築用シート3のつなぎ目に対応する部分から端部にわたって平坦部分がなく全体が傾斜しているためにつなぎ目に水が溜まらず排水される。またこの場合、建築用シート3−1、3−2が最表面にくるため、建築用シート3の意匠性を損なわずに済むためマンションの開放廊下やバルコニーの床面といった場所に好適に用いることができ、屋外の使用においても目地用部材2に建築用シート3程の耐候性を付与する必要もない。
The joint members 2-1 and 2-2 of FIG. 2 are preferably used for the joint structure of the classification i.
In the joint structure of FIG. 1, the joint member 2-1 is used, the joint member 2-1 is fixed to the base 1, and the end portions 3-1a of the building sheets 3-1 and 3-2, The back surface of the edge portion of the building sheets 3-1 and 3-2 and the front surface of the joint member 2-1 are fixed in a state where 3-2a is abutted. Further, in this structure, since the joints of the building sheets 3-1 and 3-2 are formed at the apex of the cross section of the joint member 2-1 so that no step is generated, a substantially flat joint structure can be obtained. Further, since the joint member 2-1 has no flat portion from the portion corresponding to the joint of the building sheet 3 to the end and is inclined as a whole, water does not collect at the joint and is drained. Further, in this case, since the building sheets 3-1 and 3-2 come to the outermost surface, the design of the building sheet 3 is not impaired, so that the building sheet 3-1 and 3-2 are preferably used in a place such as an open corridor of an apartment or a floor of a balcony. Therefore, it is not necessary to impart the same weather resistance as the building sheet 3 to the joint member 2 even when used outdoors.

図4のように目地用部材2−1が建築用シート3の上に配置されていても構わない。この場合、建築用シート3−1、3−2の端部3−1a、3−2aを隣接する状態で下地に固定した後、そのつなぎ目に沿って目地用部材2−1を固定できるため施工性が良い。 As shown in FIG. 4, the joint member 2-1 may be arranged on the building sheet 3. In this case, after fixing the ends 3-1a and 3-2a of the building sheets 3-1 and 3-2 to the base in an adjacent state, the joint member 2-1 can be fixed along the joint. Good sex.

図5のつなぎ目構造においては、断面が台形形状の目地用部材2−2が用いられており、建築用シート3−1,3−2の端部同士(3−1a,3−2b)を目地用部材2−2の平坦部分の上で接合することで建築用シート3-1、3-2の端縁部が下地1に対して平行な状態で目地用部材2−2と接合できるため、目地用部材2−2の傾斜部分の傾斜が大きくても建築用シート3の端部同士のつなぎ目が開く恐れは目地用部材2−1の場合(図1)と比較してかなり低くなる。 In the joint structure of FIG. 5, joint members 2-2 having a trapezoidal cross section are used, and the ends (3-1a, 3-2b) of the building sheets 3-1 and 3-2 are jointed. By joining on the flat part of the joint member 2-2, the edge portions of the building sheets 3-1 and 3-2 can be joined to the joint member 2-2 in a state parallel to the base 1. Even if the inclined portion of the joint member 2-2 has a large inclination, the risk of opening the joint between the end portions of the building sheet 3 is considerably lower than that of the joint member 2-1 (FIG. 1).

分類iiのつなぎ目構造には図2の目地用部材2−3が好適に用いられる。
図6のつなぎ目構造において建築用シート3−1と3−2の端部同士(3−1a,3−2b)は突き合わせずに対向した状態で目地用部材2−3に接合されており、建築用シート3−1の端部3−1aは目地用部材2−3のA2と接しており、建築用シート3−2の端部3−2aは目地用部材2−3のA1と接している。建築用シート3−1と3−2の端部同士は突き合わせずに対向した状態で目地用部材2−3に接合されているため、建築用シート3を敷設する際に分類iの突き合わせの場合に比べて敷設位置を合わせやすいという利点がある。本つなぎ目構造を形成するには建築用シート3-1を先に下地に固定した後、建築用シート3-1の端部3-1aに沿って目地用部材2−3を備えてから建築用シート3-2を接合してもよく、目地用部材2−3を先に下地1に固定した後、建築用シート3−1、3−2と接合しても良い。
The joint members 2-3 of FIG. 2 are preferably used for the joint structure of the classification ii.
In the joint structure of FIG. 6, the ends (3-1a, 3-2b) of the building sheets 3-1 and 3-2 are joined to the joint members 2-3 in a state of facing each other without abutting. The end portion 3-1a of the joint member 3-1 is in contact with A2 of the joint member 2-3, and the end portion 3-2a of the building sheet 3-2 is in contact with A1 of the joint member 2-3. .. Since the ends of the building sheets 3-1 and 3-2 are joined to the joint members 2-3 in a state of facing each other without abutting, in the case of abutting of classification i when laying the building sheet 3 There is an advantage that it is easier to adjust the laying position compared to. To form this joint structure, the building sheet 3-1 is first fixed to the base, and then the joint members 2-3 are provided along the end 3-1a of the building sheet 3-1 for construction. The sheets 3-2 may be joined, or the joint members 2-3 may be fixed to the base 1 first, and then joined to the building sheets 3-1 and 3-2.

分類iiiのつなぎ目構造には図2の目地用部材2−4が好適に用いられる。
図7〜9のつなぎ目構造において建築用シート3−1と3−2の端部同士は重ね合わせて接合され、建築用シート3−1の端部3−1aと建築用シート3−2の端部3−2aの両方またはいずれか一方に目地用部材2−4(2−4´)が当接されている。図7のように目地用部材2はつなぎ目構造に対し複数の部材からなるものであってもよく、図7の目地用部材2は目地用部材2−4と目地用部材2−4´を複合したものであり、この場合の目地用部材2はつなぎ目に対応する部分よりも両端の厚みが薄く形成されているといえる。
分類iiiのつなぎ目構造は、分類iおよび分類iiの構造に比べてつなぎ目の平滑性はやや乏しい傾向にあるが、建築シート3の端縁部同士を重ね合わせて接合しているため水密性により優れる構造であり、屋上や屋根の防水構造に好適に用いることができる。
The joint member 2-4 of FIG. 2 is preferably used for the joint structure of the classification iii.
In the joint structure of FIGS. 7 to 9, the ends of the building sheets 3-1 and 3-2 are overlapped and joined, and the ends of the building sheet 3-1 and the ends of the building sheet 3-2 are joined. The joint member 2-4 (2-4') is in contact with both or one of the portions 3-2a. As shown in FIG. 7, the joint member 2 may be composed of a plurality of members with respect to the joint structure, and the joint member 2 in FIG. 7 is a composite of the joint member 2-4 and the joint member 2-4'. In this case, it can be said that the joint member 2 is formed to be thinner at both ends than the portion corresponding to the joint.
The joint structure of the classification iii tends to have a slightly poorer joint smoothness than the structures of the classification i and the classification ii, but it is more excellent in watertightness because the edge portions of the building sheet 3 are overlapped and joined. It is a structure and can be suitably used for a waterproof structure for rooftops and roofs.

下地1に対して目地用部材2を固定する場合には、各種接着剤や粘着材、両面テープ等を用いて接着する他、固定用ディスク等の固定板とビス等の固定部材を用いた機械固定により行うことができる。また下地1に対する建築用シート3の固定は、各種接着剤や粘着材、両面テープによる接着の他、固定用ディスク等の固定板とビス等の固定部材を用いた機械固定により行うことができる。目地用部材2と建築用シート3の固定には、各種接着剤や粘着材、両面テープによる接着の他、溶剤による液溶着や熱による熱溶着により溶着することで行うことができる。 When fixing the joint member 2 to the base 1, in addition to adhering with various adhesives, adhesives, double-sided tape, etc., a machine using a fixing plate such as a fixing disc and a fixing member such as a screw. It can be fixed. Further, the building sheet 3 can be fixed to the base 1 by various adhesives, adhesives, double-sided tape, or mechanical fixing using a fixing plate such as a fixing disc and a fixing member such as a screw. The joint member 2 and the building sheet 3 can be fixed by bonding with various adhesives, adhesives, double-sided tape, liquid welding with a solvent, or heat welding with heat.

建築用シート3を機械的固定法により下地1に固定する場合は、たとえば下地1の上に金属板の表面を樹脂層で被覆した樹脂被覆固定用金属ディスクを配置し、その上からビスにより樹脂被覆固定用金属ディスクを下地1に固定し、その上に建築用シート3を敷設して樹脂被覆固定用金属ディスクの樹脂層と建築用シート3の裏面とを熱風溶接機や溶剤や誘導加熱により溶着接合することができる。この場合には帯状の樹脂被覆鋼板を用いることも出来る。 When the building sheet 3 is fixed to the base 1 by the mechanical fixing method, for example, a resin coating fixing metal disk in which the surface of the metal plate is coated with a resin layer is placed on the base 1, and a resin is used from above. The metal disk for fixing the coating is fixed to the base 1, the building sheet 3 is laid on the base 1, and the resin layer of the metal disk for fixing the resin coating and the back surface of the building sheet 3 are heated by a hot air welder, a solvent, or induced heating. It can be welded and joined. In this case, a strip-shaped resin-coated steel sheet can also be used.

本発明のつなぎ目構造において、建築用シート3同士の接合目地8および目地用部材2と建築用シート3との接合目地9には、各種目地処理剤により目地処理を施すことができる。目地処理剤としては合成樹脂系の液シーラー、シーリング材、溶接棒などを用いることができる。目地処理を施すことにより施工後に目地が開いたり剥がれたりすることを防止でき、目地の水密性も向上する。 In the joint structure of the present invention, the joint 8 between the building sheets 3 and the joint 9 between the joint member 2 and the building sheet 3 can be joint-treated with various joint treatment agents. As the joint treatment agent, a synthetic resin-based liquid sealer, a sealing material, a welding rod, or the like can be used. By applying joint treatment, it is possible to prevent the joints from opening or peeling off after construction, and the watertightness of the joints is also improved.

本発明のつなぎ目構造は図1に図示した建築用シート3のつなぎ目の略中央部(つなぎ目中心D)からつなぎ目構造の端部(つなぎ目構造端部E)にわたる部分に傾斜を有していることが好ましく、さらにつなぎ目中心Dからつなぎ目構造端部Eにわたって全体が傾斜していることが好ましい。つなぎ目構造がこのような傾斜を有していることで、建築用シート3のつなぎ目に水が溜まりにくくなる効果があり、つなぎ目中心Dからつなぎ目構造端部Eにわたって全体が傾斜しているとその効果がより向上する。
つなぎ目中心Dからつなぎ目構造端部Eにかけての傾斜は1/200〜1/5が好ましく、1/100〜1/20がさらに好ましい。
The joint structure of the present invention may have an inclination from a substantially central portion (joint center D) of the joint of the building sheet 3 shown in FIG. 1 to an end portion of the joint structure (joint structure end portion E). It is preferable that the entire joint is inclined from the center D of the joint to the end portion E of the joint structure. Since the joint structure has such an inclination, there is an effect that water is less likely to collect at the joint of the building sheet 3, and the effect is that the entire joint structure is inclined from the joint center D to the joint structure end E. Is improved.
The inclination from the joint center D to the joint structure end E is preferably 1/200 to 1/5, more preferably 1/100 to 1/20.

住宅等のベランダのように傾斜が設けられた下地を用いる際においても本発明の実施形態を用いることができる。この場合、建築用シート3のつなぎ目があっても目地用部材2を用いることでつなぎ目を段差なく形成することができ、水たまりを生じることなく排水することができる。なお下地の傾斜はコンクリート下地等を傾斜して設けてもよいし、コンクリート下地等の上に勾配を有する断熱材等を敷設してもよい。 The embodiment of the present invention can also be used when using a groundwork having an inclination such as a veranda of a house or the like. In this case, even if there is a joint of the building sheet 3, the joint can be formed without a step by using the joint member 2, and drainage can be performed without forming a puddle. As for the inclination of the base, a concrete base or the like may be inclined, or a heat insulating material or the like having a slope may be laid on the concrete base or the like.

また本発明のつなぎ目構造を用いた建築用シート3の施工構造において、下地1と建築用シート3および目地用部材2との間に他の層を設けることができ、たとえば断熱ボードや無機質ボードなどを設けることができる。 Further, in the construction structure of the building sheet 3 using the joint structure of the present invention, another layer can be provided between the base 1 and the building sheet 3 and the joint member 2, for example, a heat insulating board or an inorganic board. Can be provided.

無機質ボードとしては、石膏ボード、セメントボード、ケイ酸カルシウムボード、樹脂強化板などが挙げられるが、反りが少なく寸法安定性に優れるために、無機質材料を熱硬化性樹脂で固化強化した樹脂強化板がより好ましい。 Examples of the inorganic board include gypsum board, cement board, calcium silicate board, resin reinforced board, etc., but in order to have less warpage and excellent dimensional stability, a resin reinforced board made by solidifying and strengthening an inorganic material with a thermosetting resin. Is more preferable.

断熱ボードは、ポリスチレンフォーム、硬質ウレタンフォーム、フェノールフォーム等の断熱材が使用でき、強度を考慮するとクラフト紙やアルミ箔が両面に積層された断熱材は好ましい。断熱材の厚さは20、25、50、75、100mmなどがあり、各仕様に合わせて設定する。タテ、ヨコの寸法は規格品(910mm×1820mm、910mm×910mm、30mm×50mmなど)を施工現場に合わせて裁断し使用する。断熱材の厚さは各仕様に合わせて設定するが、厚い断熱材を必要とするときは、搬入、孔開け時の手間、ソリの問題などを考慮すると、厚さの厚い断熱材を1枚で使用するより、厚さの薄いものを複数枚重ねて使用することが好ましい。また、勾配をとる必要がある場合には、勾配のある断熱ボードを使用することが出来る。 As the heat insulating board, a heat insulating material such as polystyrene foam, rigid urethane foam, or phenol foam can be used, and in consideration of strength, a heat insulating material in which kraft paper or aluminum foil is laminated on both sides is preferable. The thickness of the heat insulating material is 20, 25, 50, 75, 100 mm, etc., and is set according to each specification. For the vertical and horizontal dimensions, standard products (910 mm x 1820 mm, 910 mm x 910 mm, 30 mm x 50 mm, etc.) are cut and used according to the construction site. The thickness of the heat insulating material is set according to each specification, but when a thick heat insulating material is required, one thick heat insulating material should be used in consideration of the trouble of carrying in, drilling, and warping. It is preferable to use a plurality of thin sheets in a stack rather than using the above. In addition, if it is necessary to take a slope, a heat insulating board with a slope can be used.

無機質ボードや断熱ボードの下地1への固定方法は特に限定されないが、無機質ボードや断熱ボードの上に固定用ディスクなどの固定板を配置しその上からビスなどの固定部材により下地1に止めつける方法がある。 The method of fixing the inorganic board or the heat insulating board to the base 1 is not particularly limited, but a fixing plate such as a fixing disk is placed on the inorganic board or the heat insulating board and fixed to the base 1 with a fixing member such as a screw from above. There is a way.

下地1に対する建築用シート3の固定および無機質ボードや断熱ボードの下地1への固定において使用される、固定用ディスクなどの固定板は樹脂製のものや樹脂層が被覆された金属製のものが使用できる。金属製の固定ディスクを構成する鋼鈑の材質としては、ステンレス板や、亜鉛・アルミニウム・マグネシウムメッキまたは亜鉛メッキ等の防錆処理が施された鋼板など、多湿状態でも錆びにくい鋼鈑が好適に使用される。厚みとしては、0.6〜1.5mm程度で、形状は正方形または長方形をした矩形状のプレート状や、円形または楕円形状のディスク状など任意であり、大きさは1辺または外径が50〜100mm程度に形成される。 Fixing plates such as fixing disks used for fixing the building sheet 3 to the base 1 and fixing the inorganic board or the heat insulating board to the base 1 are made of resin or metal coated with a resin layer. Can be used. As the material of the steel plate that constitutes the metal fixing disc, a steel plate that does not easily rust even in a humid condition such as a stainless steel plate or a steel plate that has been subjected to rust-preventive treatment such as zinc / aluminum / magnesium plating or zinc plating is preferable. used. The thickness is about 0.6 to 1.5 mm, and the shape is arbitrary such as a square or rectangular rectangular plate shape, a circular or elliptical disc shape, and the size is one side or an outer diameter of 50. It is formed to be about 100 mm.

またビスなどの固定部材は、材質としては、炭素鋼、合金鋼、ステンレス鋼等の鋼材などが使用できる。また、防水シート固定ディスク等の上面から頭部がはみ出ないように、固定ビスの頭部形状は皿、平、なべがよく、ドライバーやレンチで掛ける座面の窪み形状は十字穴、六角穴、四角穴が好ましい Further, as the fixing member such as a screw, a steel material such as carbon steel, alloy steel, or stainless steel can be used as the material. In addition, the head shape of the fixing screw should be a plate, flat, or pan so that the head does not protrude from the upper surface of the waterproof sheet fixing disc, etc., and the recessed shape of the seat surface to be hung with a screwdriver or wrench is a cross hole, hexagonal hole, etc. Square hole is preferable

本発明の実施例について図10、11、12、13を用いて説明する。 Examples of the present invention will be described with reference to FIGS. 10, 11, 12, and 13.

図10の施工構造について説明する。
コンクリート下地1Mの上に断熱ボード4が設置され、さらにその上から無機質ボード5が設置され固定用ディスク6とビス7で下地1Mに固定されている。幅方向の断面形状が二等辺三角形のポリ塩化ビニル系樹脂製の目地用部材2M−1と無質機ボード5がエポキシ系接着剤 (図示せず)で固定され、ポリ塩化ビニル系防水シート3M−1と無質機ボード5がエポキシ系接着剤 (図示せず)で固定され、ポリ塩化ビニル系防水シート3M−2と無質機ボード5がエポキシ系接着剤 (図示せず)で固定されている。ポリ塩化ビニル系防水シート3M−1の端部3M−1aとポリ塩化ビニル系防水シート3M−2の端部3M−2aとが突き合わせるよう配置され、ポリ塩化ビニル系防水シート3M-1、3M-2とポリ塩化ビニル系樹脂製の目地用部材2M−1は溶剤溶着されている。ポリ塩化ビニル系防水シート3M-1、3M-2の接合目地8はシーラー(図示せず)で処理されている。
The construction structure of FIG. 10 will be described.
The heat insulating board 4 is installed on the concrete base 1M, and the inorganic board 5 is further installed on the concrete base 1M and fixed to the base 1M with the fixing disc 6 and the screw 7. A polyvinyl chloride resin joint member 2M-1 having an isosceles cross-sectional shape in the width direction and a pawnbroker board 5 are fixed with an epoxy adhesive (not shown), and a polyvinyl chloride waterproof sheet 3M. -1 and the quality machine board 5 are fixed with an epoxy adhesive (not shown), and the polyvinyl chloride waterproof sheet 3M-2 and the quality machine board 5 are fixed with an epoxy adhesive (not shown). ing. The end 3M-1a of the polyvinyl chloride tarpaulin 3M-1 and the end 3M-2a of the polyvinyl chloride tarpaulin 3M-2 are arranged so as to abut each other, and the polyvinyl chloride tarpaulin 3M-1, 3M. -2 and the joint member 2M-1 made of polyvinyl chloride resin are solvent-welded. The joint 8 of the polyvinyl chloride-based waterproof sheets 3M-1 and 3M-2 is treated with a sealer (not shown).

図10の施工方法について説明する。
コンクリート下地1Mの上に断熱ボード4を設置し、さらにその上から無機質ボード5を設置し固定用ディスク6とビス7で下地1Mに固定する。無機質ボード5の表面にエポキシ系接着剤(図示せず)を塗布する。その上からポリ塩化ビニル系防水シート3M-1の端縁部を除く部分とポリ塩化ビニル系樹脂製の目地用部材2M−1とを敷設して無機質ボード5に接着する。続いてポリ塩化ビニル系防水シート3M-2をポリ塩化ビニル系防水シート3M-1と互いの隣接する端部3M-2a、3M-1aが突き合わさるように敷設し、端縁部を残してコンクリート下地1Mに接着する。ポリ塩化ビニル系防水シート3M-1、3M-2の裏面とポリ塩化ビニル系樹脂製の目地用部材2M−1の表面を溶剤により溶着する。ポリ塩化ビニル系防水シート3M-1、3M-2の接合目地8にシーラー(図示せず)を塗布する。
The construction method of FIG. 10 will be described.
The heat insulating board 4 is installed on the concrete base 1M, and the inorganic board 5 is further installed on the concrete base 1M and fixed to the base 1M with the fixing disc 6 and the screw 7. An epoxy adhesive (not shown) is applied to the surface of the inorganic board 5. A portion of the polyvinyl chloride-based waterproof sheet 3M-1 excluding the edge portion and a joint member 2M-1 made of a polyvinyl chloride-based resin are laid from above and adhered to the inorganic board 5. Subsequently, the polyvinyl chloride tarpaulin 3M-2 is laid so that the polyvinyl chloride tarpaulin 3M-1 and the adjacent ends 3M-2a and 3M-1a abut each other, and concrete is laid leaving the edge portion. Adhere to the base 1M. The back surface of the polyvinyl chloride-based waterproof sheet 3M-1 and 3M-2 and the front surface of the polyvinyl chloride-based resin joint member 2M-1 are welded with a solvent. A sealer (not shown) is applied to the joint 8 of the polyvinyl chloride tarpaulin 3M-1 and 3M-2.

図11の施工構造について説明する。
コンクリート下地1Mの上に断熱ボード4が設置され、さらにその上から無機質ボード5が設置され固定用ディスク6とビス7で下地1Mに固定されている。ポリ塩化ビニル系防水シート3M−1と無質機ボード5がエポキシ系接着剤(図示せず)で固定され、ポリ塩化ビニル系樹脂製の目地用部材2M−3と無質機ボード5がエポキシ系接着剤 (図示せず)で固定され、ポリ塩化ビニル系防水シート3−2Mと無質機ボード5がエポキシ系接着剤 (図示せず)で固定されている。ポリ塩化ビニル系防水シート3M−1の端部3M−1aと目地用部材2M−3のつなぎ目に対応する部分A2とが当接され、ポリ塩化ビニル系防水シート3M−2の端部3M−2aと目地用部材2M−3のつなぎ目に対応する部分A1とが当接されるよう配置され、建築用シート3M−1、3M−2と目地用部材2M−3は溶剤溶着されている。またポリ塩化ビニル系防水シート3M−1、3M−2と目地用部材2M−3との接合目地9はシーラー(図示せず)で処理されている。
The construction structure of FIG. 11 will be described.
The heat insulating board 4 is installed on the concrete base 1M, and the inorganic board 5 is further installed on the concrete base 1M and fixed to the base 1M with the fixing disc 6 and the screw 7. The polyvinyl chloride waterproof sheet 3M-1 and the quality machine board 5 are fixed with an epoxy adhesive (not shown), and the vinyl chloride resin joint member 2M-3 and the quality machine board 5 are epoxy. It is fixed with an adhesive (not shown), and the polyvinyl chloride waterproof sheet 3-2M and the quality-free machine board 5 are fixed with an epoxy adhesive (not shown). The end portion 3M-1a of the polyvinyl chloride-based waterproof sheet 3M-1 and the portion A2 corresponding to the joint of the joint member 2M-3 are brought into contact with each other, and the end portion 3M-2a of the polyvinyl chloride-based waterproof sheet 3M-2 is brought into contact with each other. And the portion A1 corresponding to the joint of the joint member 2M-3 are arranged so as to be in contact with each other, and the building sheets 3M-1, 3M-2 and the joint member 2M-3 are solvent-welded. Further, the joint 9 of the polyvinyl chloride-based waterproof sheet 3M-1, 3M-2 and the joint member 2M-3 is treated with a sealer (not shown).

図11の施工方法について説明する。
コンクリート下地1Mの上に断熱ボード4を設置し、さらにその上に無機質ボード5を設置し固定用ディスク6とビス7で下地1Mに固定する。無機質ボード5の表面にエポキシ系接着剤(図示せず)を塗布し、その上からポリ塩化ビニル系防水シート3M−1を敷設して固定する。更にポリ塩化ビニル系樹脂製の目地用部材2M−3をポリ塩化ビニル系防水シート3M−1の端部3M−1aと目地用部材2M−3のつなぎ目に対応する部分A2とが当接するようにしてエポキシ系接着剤(図示せず)が塗布された無質機ボード5に固定する。続いてポリ塩化ビニル系防水シート3M−2をポリ塩化ビニル系防水シート3M−2の端部3M−2aと目地用部材2M−3のつなぎ目に対応する部分A1とが当接するようにして敷設し、エポキシ系接着剤 (図示せず) が塗布された無質機ボード5に固定する。ポリ塩化ビニル系防水シート3M−1および3M−2の端縁部と目地用部材2M−3とを溶剤により溶着する。そして3M−1、3M−2と目地用部材2M−3との接合目地9にシーラー(図示せず)を塗布する。
The construction method of FIG. 11 will be described.
The heat insulating board 4 is installed on the concrete base 1M, and the inorganic board 5 is further placed on the concrete base 1M and fixed to the base 1M with the fixing disc 6 and the screw 7. An epoxy adhesive (not shown) is applied to the surface of the inorganic board 5, and a polyvinyl chloride waterproof sheet 3M-1 is laid and fixed on the epoxy adhesive (not shown). Further, the joint member 2M-3 made of polyvinyl chloride resin is brought into contact with the end portion 3M-1a of the polyvinyl chloride waterproof sheet 3M-1 and the portion A2 corresponding to the joint of the joint member 2M-3. It is fixed to the pawnbroker board 5 coated with an epoxy adhesive (not shown). Subsequently, the polyvinyl chloride-based waterproof sheet 3M-2 is laid so that the end portion 3M-2a of the polyvinyl chloride-based waterproof sheet 3M-2 and the portion A1 corresponding to the joint of the joint member 2M-3 are in contact with each other. , Fixed to the tarpaulin board 5 coated with an epoxy adhesive (not shown). The edge portions of the polyvinyl chloride-based waterproof sheets 3M-1 and 3M-2 and the joint member 2M-3 are welded with a solvent. Then, a sealer (not shown) is applied to the joint 9 of the joint member 2M-3 and 3M-1, 3M-2.

図12の施工構造について説明する。
コンクリート下地1Mの上に断熱ボード4が設置され、さらにその上から無機質ボード5が設置され固定用ディスク6とビス7で下地1Mに固定されている。ポリ塩化ビニル系防水シート3M−1と無質機ボード5がエポキシ系接着剤(図示せず)で固定され、ポリ塩化ビニル系樹脂製の目地用部材2M−4´と無質機ボード5がエポキシ系接着剤 (図示せず)で固定され、ポリ塩化ビニル系防水シート3M−2と無質機ボード5がエポキシ系接着剤 (図示せず)で固定されている。ポリ塩化ビニル系防水シート3M−1の端部3M−1aと目地用部材2M−4´のつなぎ目に対応する部分A´とが当接され、ポリ塩化ビニル系防水シート3M−2の端部3M−2aとポリ塩化ビニル系樹脂製の目地用部材2M−4のつなぎ目に対応する部分Aとが当接されるよう配置され、ポリ塩化ビニル系防水シート3M-1と目地用部材2M−4、ポリ塩化ビニル系防水シート3M-2と目地用部材2M−4´は溶剤溶着されており、ポリ塩化ビニル系防水シート3M-1と3M-2の重ね合わせ部は溶剤溶着されている。またポリ塩化ビニル系防水シート3M−1、3M−2と目地用部材2M−4との接合目地9はシーラー(図示せず)で処理されている。
The construction structure of FIG. 12 will be described.
The heat insulating board 4 is installed on the concrete base 1M, and the inorganic board 5 is further installed on the concrete base 1M and fixed to the base 1M with the fixing disc 6 and the screw 7. The polyvinyl chloride waterproof sheet 3M-1 and the quality machine board 5 are fixed with an epoxy adhesive (not shown), and the vinyl chloride resin joint member 2M-4'and the quality machine board 5 are attached. It is fixed with an epoxy adhesive (not shown), and the polyvinyl chloride waterproof sheet 3M-2 and the pawnbroker board 5 are fixed with an epoxy adhesive (not shown). The end 3M-1a of the polyvinyl chloride tarpaulin 3M-1 and the portion A'corresponding to the joint of the joint member 2M-4'are in contact with each other, and the end 3M of the polyvinyl chloride tarpaulin 3M-2 is brought into contact with each other. -2a and the portion A corresponding to the joint of the polyvinyl chloride resin joint member 2M-4 are arranged so as to be in contact with each other, and the polyvinyl chloride tarpaulin 3M-1 and the joint member 2M-4, The polyvinyl chloride-based tarpaulin 3M-2 and the joint member 2M-4'are solvent-welded, and the overlapped portion of the polyvinyl chloride-based tarpaulin 3M-1 and 3M-2 is solvent-welded. Further, the joint 9 of the polyvinyl chloride-based waterproof sheet 3M-1, 3M-2 and the joint member 2M-4 is treated with a sealer (not shown).

図12の施工方法について説明する。
コンクリート下地1Mの上に断熱ボード4を設置し、さらにその上から無機質ボード5を設置し固定用ディスク6とビス7で下地1Mに固定する。無機質ボード5の表面にエポキシ系接着剤(図示せず)を塗布し、その上からポリ塩化ビニル系防水シート3M−1を敷設して固定する。更にポリ塩化ビニル系樹脂製の目地用部材2M−4´をポリ塩化ビニル系防水シート3M−1の端部3M−1aと目地用部材2M−4´のつなぎ目に対応する部分A´とが当接するように配置してエポキシ系接着剤(図示せず)が塗布された無質機ボード5に固定する。続いてポリ塩化ビニル系防水シート3M−2をポリ塩化ビニル系防水シート3M−1の端縁部と目地用部材2M−4´を覆うようにして敷設し、エポキシ系接着剤(図示せず)が塗布された無質機ボード5に固定する。ポリ塩化ビニル系防水シート3M−2の裏面と目地用部材2M−4´の表面、およびポリ塩化ビニル系防水シート3M−1、3M−2の端縁部同士の重ね合わせ部を溶剤により溶着する。続いてポリ塩化ビニル系樹脂製の目地用部材2M−4をポリ塩化ビニル系防水シート3M−2の端部3M−2aと目地用部材2M−4のつなぎ目に対応する部分Aとが当接するようにして載置し、ポリ塩化ビニル系防水シート3M−1の表面および3M−2の端部3M−2aと目地用部材2M−4とを溶剤により溶着する。そしてポリ塩化ビニル系防水シート3M−1、3M−2と目地用部材2M−4との接合目地9にシーラー(図示せず)を塗布する。
The construction method of FIG. 12 will be described.
The heat insulating board 4 is installed on the concrete base 1M, and the inorganic board 5 is further installed on the concrete base 1M and fixed to the base 1M with the fixing disc 6 and the screw 7. An epoxy adhesive (not shown) is applied to the surface of the inorganic board 5, and a polyvinyl chloride waterproof sheet 3M-1 is laid and fixed on the epoxy adhesive (not shown). Further, the vinyl chloride resin joint member 2M-4'is contacted with the end portion 3M-1a of the polyvinyl chloride waterproof sheet 3M-1 and the portion A'corresponding to the joint of the joint member 2M-4'. It is arranged so as to be in contact with each other and fixed to the pawnbroker board 5 coated with an epoxy adhesive (not shown). Subsequently, a polyvinyl chloride-based waterproof sheet 3M-2 was laid so as to cover the edge portion of the polyvinyl chloride-based waterproof sheet 3M-1 and the joint member 2M-4', and an epoxy adhesive (not shown). Is fixed to the quality machine board 5 coated with. The back surface of the polyvinyl chloride tarpaulin 3M-2, the front surface of the joint member 2M-4', and the overlapped portion between the edge portions of the polyvinyl chloride tarpaulin 3M-1 and 3M-2 are welded with a solvent. .. Subsequently, the joint member 2M-4 made of polyvinyl chloride resin is brought into contact with the end portion 3M-2a of the polyvinyl chloride tarpaulin 3M-2 and the portion A corresponding to the joint of the joint member 2M-4. The surface of the polyvinyl chloride tarpaulin 3M-1 and the end portion 3M-2a of the 3M-2 and the joint member 2M-4 are welded with a solvent. Then, a sealer (not shown) is applied to the joint 9 of the polyvinyl chloride-based waterproof sheet 3M-1, 3M-2 and the joint member 2M-4.

図13の施工構造について説明する。
コンクリート下地1Mの上にウレタン系塗膜防水層10が形成されている。幅方向の断面形状が二等辺三角形のポリ塩化ビニル系樹脂被覆鋼板からなる目地用部材2N−1とポリ塩化ビニル系床シート3N-1、3N-2とがウレタン系接着剤(図示せず)でウレタン系塗膜防水層10が被覆されたコンクリート下地1Mに固定されている。ポリ塩化ビニル系床シート3N-1、3N-2とポリ塩化ビニル系樹脂被覆鋼板からなる目地用部材2N−1はウレタン系接着剤(図示せず)により接着されている。ポリ塩化ビニル系床シート3N-1、3N-2の接合目地8にはV字状の溝部が形成され塩化ビニル樹脂系の溶接棒11により溶接されている。
The construction structure of FIG. 13 will be described.
A urethane-based coating film waterproof layer 10 is formed on the concrete base 1M. A joint member 2N-1 made of a polyvinyl chloride resin-coated steel plate having an isosceles triangular cross-sectional shape in the width direction and a polyvinyl chloride floor sheet 3N-1, 3N-2 are urethane adhesives (not shown). The urethane-based coating film waterproof layer 10 is fixed to the concrete base 1M coated with the above. The joint member 2N-1 made of polyvinyl chloride-based floor sheets 3N-1, 3N-2 and polyvinyl chloride-based resin-coated steel plate is bonded with a urethane-based adhesive (not shown). A V-shaped groove is formed in the joint 8 of the polyvinyl chloride floor sheets 3N-1 and 3N-2, and is welded by the vinyl chloride resin welding rod 11.

図13の施工方法について説明する。
コンクリート下地1Mの上にウレタン系塗膜防水剤を塗布して乾燥固化させウレタン系塗膜防水層10を形成する。その上からウレタン系接着剤(図示せず)を塗布し、ポリ塩化ビニル系床シート3N-1の端縁部を除く部分とポリ塩化ビニル系樹脂被覆鋼板からなる目地用部材2N−1とをウレタン系塗膜防水層10が被覆されたコンクリート下地1Mに接着する。続いて3N-2をポリ塩化ビニル系床シート3N-1と互いの隣接する端部3N-2a、3N-1aが突き合わさるように敷設し、端縁部を残してウレタン系塗膜防水層10が被覆されたコンクリート下地1Mに接着する。ポリ塩化ビニル系樹脂被覆鋼板からなる目地用部材2N−1の表面にウレタン系接着剤(図示せず)を塗布し、ポリ塩化ビニル系床シート3N-1、3N-2の裏面とポリ塩化ビニル系樹脂製の目地用部材2N−1の表面を接着する。ポリ塩化ビニル系床シート3N-1、3N-2の接合目地8に溝切りカッターでV字状の溝部を形成し、その溝部に塩化ビニル樹脂系の溶接棒11をライスターを用いて溶接して余盛り部分を専用のナイフでカットして仕上げる。
The construction method of FIG. 13 will be described.
A urethane-based coating film waterproofing agent is applied onto the concrete base 1M and dried and solidified to form the urethane-based coating film waterproofing layer 10. A urethane adhesive (not shown) is applied from above, and the portion of the polyvinyl chloride floor sheet 3N-1 excluding the edge portion and the joint member 2N-1 made of a polyvinyl chloride resin-coated steel plate are attached. It adheres to the concrete base 1M coated with the urethane-based coating waterproof layer 10. Subsequently, 3N-2 is laid so that the polyvinyl chloride floor sheet 3N-1 and the adjacent ends 3N-2a and 3N-1a abut each other, and the urethane-based coating film waterproof layer 10 is laid so that the edge portions are left. Adheres to the coated concrete base 1M. A urethane adhesive (not shown) is applied to the surface of the joint member 2N-1 made of a polyvinyl chloride resin-coated steel plate, and the back surfaces of the polyvinyl chloride floor sheets 3N-1 and 3N-2 and polyvinyl chloride are coated. The surface of the joint member 2N-1 made of a resin is adhered. A V-shaped groove is formed at the joint 8 of the polyvinyl chloride floor sheet 3N-1 and 3N-2 with a grooving cutter, and a vinyl chloride resin welding rod 11 is welded to the groove using a writer. Cut the excess part with a special knife to finish.

本発明の建築用シートのつなぎ目構造は下地に特別な加工を施すことなく段差のない略平坦なつなぎ目構造とすることができ、各種建築用シートのつなぎ目に適用することができる。また本発明は段差がないため水が溜まりにくいという特徴から、ビル、マンション、戸建住宅等建築物の屋上、屋根、ベランダ、バルコニーなどの下地に防水シートや床シートなどの建築用シートを敷設する際に生じる建築用シートのつなぎ目に好適に使用できる。 The joint structure of the building sheet of the present invention can be a substantially flat joint structure without steps without any special processing on the base, and can be applied to the joint structure of various building sheets. Further, since the present invention has a feature that water does not easily collect because there is no step, a building sheet such as a waterproof sheet or a floor sheet is laid on the roof, roof, veranda, balcony, etc. of a building such as a building, condominium, or detached house. It can be suitably used at the joint of the building sheet generated when the roof is used.

1 下地
2 目地用部材
A つなぎ目に対応する部分
B 端部
3 建築用シート
3−1 一の建築用シート
3−2 他の建築用シート
3−1a 一の建築用シートの端部
3−2a 他の建築用シートの端部
4 断熱ボード
5 無機質ボード
6 固定用ディスク
7 ビス
8,9 接合目地
10 ウレタン系塗膜防水層
11 溶接棒
S 建築用シートのつなぎ目構造
1 Base 2 Joint member A Part corresponding to the joint B End 3 Building sheet 3-1 One building sheet 3-2 Other building sheet 3-1a One building sheet end 3-2a Other End of building sheet 4 Insulation board 5 Inorganic board 6 Fixing disk 7 Screws 8, 9 Joint joint 10 Urethane-based coating film waterproof layer 11 Welding rod S Joint structure of building sheet

Claims (5)

下地の上に敷設される複数の防水シートまたは床シートである建築用シートと、前記下地と前記建築用シートの間に配置され前記建築用シートの端部のつなぎ目に沿って前記建築用シートに接合される帯状の目地用部材とを備え、
前記目地用部材は前記つなぎ目に対応する部分から端部にかけて厚みが薄く形成され、前記つなぎ目に対応する部分から両端にかけて傾斜しており、前記つなぎ目に対応する部分から端部にかけての傾斜が1/100〜1/20であり、かつ前記つなぎ目に対応する部分の厚みが0.5〜5.0mmであり、
隣接する前記建築用シートの端部同士を前記つなぎ目に対応する部分上において突き付けて接合されている建築用シートのつなぎ目構造。
A building sheet, which is a plurality of waterproof sheets or floor sheets laid on the base, and the building sheet arranged between the base and the building sheet along the joint at the end of the building sheet. Equipped with a band-shaped joint member to be joined,
The joint member is formed to be thin from the portion corresponding to the joint to the end, and is inclined from the portion corresponding to the joint to both ends, and the inclination from the portion corresponding to the joint to the end is 1 /. It is 100 to 1/20, and the thickness of the portion corresponding to the joint is 0.5 to 5.0 mm.
A joint structure of a building sheet in which the ends of adjacent building sheets are abutted against each other on a portion corresponding to the joint and joined.
前記目地用部材の前記つなぎ目に対応する部分に凹条が形成されている請求項1に記載の建築用シートのつなぎ目構造。 Joint structure building sheet of claim 1, concave portions corresponding to the joint of the joint for member is formed. 前記目地用部材の前記凹条に目地処理剤を挿入することにより隣接する前記建築用シート同士の接合目地に目地処理が施されている請求項2に記載の建築用シートのつなぎ目構造。 Joint structure building sheet according toMotomeko 2 eyes fabric processing bonding joints between the sheets for the construction of adjacent that have been subjected by inserting the joint processing agent to said concave of said joint member. 前記下地が建築物の屋上、屋根、ベランダ、テラスのいずれかの下地である請求項1〜3のいずれか1項に記載の建築用シートのつなぎ目構造。 The joint structure of a building sheet according to any one of claims 1 to 3, wherein the base is a base of any one of a rooftop, a roof, a veranda, and a terrace of a building. 前記目地部材は断面が略二等辺三角形である請求項1〜4のいずれか1項に記載の建築用シートのつなぎ目構造。 The joint structure of a building sheet according to any one of claims 1 to 4, wherein the joint member has a substantially isosceles triangle cross section.
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