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JP7317688B2 - Finishing material attachment structure - Google Patents
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JP7317688B2 - Finishing material attachment structure - Google Patents

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JP7317688B2
JP7317688B2 JP2019225413A JP2019225413A JP7317688B2 JP 7317688 B2 JP7317688 B2 JP 7317688B2 JP 2019225413 A JP2019225413 A JP 2019225413A JP 2019225413 A JP2019225413 A JP 2019225413A JP 7317688 B2 JP7317688 B2 JP 7317688B2
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finishing material
tile
base
wire
receiving member
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JP2021095687A (en
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阿沙子 安岡
宏和 川嶋
良憲 板東
光伸 安田
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Takenaka Corp
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Description

本発明は、パネル状の仕上材を接着剤で下地に張付けてある仕上材張付け構造に関する。 TECHNICAL FIELD The present invention relates to a finishing material attachment structure in which a panel-like finishing material is attached to a substrate with an adhesive.

上述の仕上材張付け構造として、特許文献1には、仕上材であるタイルを接着剤で下地に張付けるタイル張り工法が開示されている。この従来のタイル張り工法では、下地であるタイル取付用下地板の前面の上下複数箇所の各々に、左右方向に間隔をあけて複数の凸部が突出形成されている。各タイル取付け箇所に位置する左右一対の凸部の上縁には、タイルの下端面の左右二箇所を各別に受止め支持する荷重受け部材の係止部が係止されている。凸部の上縁に係止された荷重受け部材は、ビスで下地板に固定されている。 As the finishing material attachment structure, Patent Literature 1 discloses a tiling construction method in which tiles, which are finishing materials, are attached to a base with an adhesive. In this conventional tiling construction method, a plurality of projections are formed at intervals in the left-right direction on each of a plurality of upper and lower portions of the front surface of a base plate for mounting tiles. Engagement portions of a load receiving member for receiving and supporting two left and right lower end surfaces of the tile separately are engaged with the upper edges of a pair of left and right projections positioned at each tile mounting location. The load receiving member engaged with the upper edge of the projection is fixed to the base plate with screws.

特開2002-146997号公報JP-A-2002-146997

この従来のタイル張り工法では、下地板に固定された荷重受け部材にタイルの荷重を支持させ、且つ、タイルを接着剤で下地板に接着するため、タイルを接着剤のみで下地に接着する工法に比して、タイルの位置決めの容易化とタイルの剥離抑制とを図ることができる。
しかしながら、各タイル取付け箇所の左右二箇所に荷重受け部材を取付ける必要があるため、荷重受け部材の取付けに多くの手間を要する。しかも、タイルが剥離した場合、タイルが落下する問題がある。
In this conventional tiling method, the load of the tiles is supported by the load-bearing member fixed to the base plate, and the tiles are adhered to the base plate with an adhesive, so the tiles are adhered to the base only with an adhesive. As compared with , simplification of tile positioning and prevention of tile peeling can be achieved.
However, since it is necessary to attach the load receiving members to the left and right of each tile attachment location, it takes a lot of time and effort to attach the load receiving members. Moreover, when the tiles are peeled off, there is a problem that the tiles fall.

この実情に鑑み、本発明の主たる課題は、複数の仕上材を目地ラインの揃った状態で能率良く、且つ、剥離落下の無い状態で張付けることができ、しかも、剥離落下防止のための部材数及び取付け工数の削減を図ることのできる仕上材張付け構造を提供する点にある。 In view of this situation, the main object of the present invention is to efficiently apply a plurality of finishing materials with aligned joint lines without peeling and falling, and to provide a member for preventing peeling and falling. The object is to provide a finishing material attachment structure capable of reducing the number and installation man-hours.

本発明の第1特徴構成は、パネル状の仕上材を接着剤で下地に張付けてある仕上材張付け構造であって、
前記下地の上下複数箇所の各々に、左右方向に沿って複数の仕上材取付け位置に亘る取付溝部が形成され、前記各取付溝部には、左右方向に配置される複数の前記仕上材の荷重を受止め支持する荷重受け部材が取付けられ、前記荷重受け部材に受止められた状態で前記下地に張付けられる前記仕上材と前記下地側とは落下防止用線材で連結され、前記荷重受け部材には、前記落下防止用線材の取付部が設けられている点にある。
A first characteristic configuration of the present invention is a finishing material attachment structure in which a panel-like finishing material is attached to a base with an adhesive,
A plurality of mounting grooves are formed in each of the plurality of upper and lower portions of the substrate along the left-right direction so as to cover a plurality of finishing material mounting positions, and each of the mounting grooves accommodates the loads of the plurality of finishing materials arranged in the left-right direction. A load-receiving member is attached to receive and support the load-receiving member; , in that a mounting portion for the fall prevention wire is provided.

本構成によれば、大型で重量のある仕上材を接着剤で下地に張付ける場合であっても、下地の取付溝部に取付けられた荷重受け部材に仕上材の荷重を受止めさせた状態で、仕上材を接着剤で下地に張付けることができるので、仕上材を接着剤のみで下地に接着する工法に比して、仕上材の位置決めの容易化と、仕上材の剥離抑制とを図ることができる。しかも、荷重受け部材は、左右方向に沿って複数の仕上材取付け位置に亘る取付溝部に取付けられ、且つ、複数の仕上材を左右方向に沿って一列状態で受止め支持するので、荷重受け部材の取付け工数の低減化を図りながら、複数の仕上材を目地ラインの揃った状態で能率良く張付けることができる。
さらに、仕上材と下地側とは落下防止用線材で連結され、且つ、各仕上材の荷重は荷重受け部材に受止め支持されているので、例え、仕上材が剥離しても落下することがない。
しかも、複数の仕上材の荷重を受止め支持するための荷重受け部材を利用して、各荷重受け部材に設けた取付部を介して落下防止用線材を配設することができるので、専用の線材配設部材及びこれを下地に取付けるための取付け工数を削減することができる。
According to this configuration, even when a large and heavy finishing material is adhered to the base with an adhesive, the load of the finishing material is received by the load receiving member attached to the mounting groove of the base. Since the finishing material can be adhered to the substrate with an adhesive, the positioning of the finishing material is facilitated and the peeling of the finishing material is suppressed as compared with the method of adhering the finishing material to the substrate only with an adhesive. be able to. Moreover, since the load receiving member is mounted in the mounting groove extending over a plurality of finishing material mounting positions along the left-right direction, and receives and supports the plurality of finishing materials in a row along the left-right direction, the load receiving member While reducing the installation man-hours, it is possible to efficiently apply a plurality of finishing materials with the joint lines aligned.
Furthermore, the finishing material and the base side are connected by a drop prevention wire, and the load of each finishing material is received and supported by the load receiving member, so that even if the finishing material peels off, it will not fall. do not have.
Moreover, by using the load receiving members for receiving and supporting the loads of the plurality of finishing materials, the fall prevention wire rod can be arranged through the mounting portions provided on each load receiving member, so that the exclusive use can be achieved. It is possible to reduce the number of man-hours for attaching the wire rod arrangement member and the same to the substrate.

本発明の第2特徴構成は、前記落下防止用線材は、前記仕上材側に接続された仕上材側線材と、前記下地側に接続された下地側線材と、を備え、前記仕上材の張付け作業時における前記仕上材側線材と前記下地側線材との接続位置は、前記仕上材の張付け位置から外れた位置に設定されている点にある。 In the second characteristic configuration of the present invention, the fall prevention wire includes a finishing material side wire connected to the finishing material side and a base side wire connected to the base side, and the finishing material is attached. The connection position between the finishing material side wire rod and the base side wire rod during the work is set at a position deviated from the pasting position of the finishing material.

本構成によれば、例えば、仕上材側線材と下地側線材との接続位置が、仕上材の張付け面とこれが張付けられる下地との間に設定されている場合では、張付ける前の仕上材を保持した状態で仕上材側線材と下地側線材とを接続しなければならず、作業が煩雑化する。しかし、本構成では、仕上材側線材と下地側線材との接続位置が、張付け対象の仕上材の張付け位置から外れた位置に設定されているので、仕上材を下地に張付けたのち、その張付け位置から外れた空間において仕上材側線材と下地側線材とを容易に接続することができる。 According to this configuration, for example, when the connection position between the finishing material-side wire and the base-side wire is set between the attachment surface of the finishing material and the base to which the finishing material is attached, the finishing material before being attached can be The finishing material side wire rod and the base side wire rod must be connected while being held, which complicates the work. However, in this configuration, the connection position between the finishing material side wire rod and the substrate side wire rod is set at a position deviated from the pasting position of the finishing material to be pasted. The finishing material-side wire and the base-side wire can be easily connected in a space away from the position.

本発明の第3特徴構成は、前記仕上材の張付け作業時における前記仕上材側線材と前記下地側線材との接続位置は、前記仕上材の張付け位置から下方に外れた位置に設定されている点にある。 In a third characteristic configuration of the present invention, a connection position between the finishing material side wire and the base side wire during the finishing material pasting operation is set at a position deviated downward from the finishing material pasting position. at the point.

本構成によれば、仕上材の張付け工法においては、一般的に、上段列から下段列に移行しながら仕上材の張付け作業が行われるため、仕上材を下地に張付けたのち、その張付け位置から下方に外れた空間において仕上材側線材と下地側線材とを容易に接続することができる。しかも、この接続処理された仕上材側線材及び下地側線材を、下段列の仕上材で順次体裁良く覆い隠すことができる。 According to this configuration, in the method of applying the finishing material, generally, the work of applying the finishing material is performed while moving from the upper row to the lower row. The finishing material-side wire and the base-side wire can be easily connected in the downward space. In addition, the connected finishing material-side wire rods and base-side wire rods can be successively covered with the finishing material of the lower row in good appearance.

本発明の仕上材張付け構造を示す荷重受け部材の取付時の断面図FIG. 2 is a cross-sectional view showing the finishing material attachment structure of the present invention when the load receiving member is attached. 仕上材側線材の張設時の正面図Front view when tensioning the wire on the finishing material side タイル張付け作業途中の正面図Front view in the middle of tiling work タイル張付け時の断面図Sectional view of tile installation

本発明の実施形態について図面に基づいて説明する。
図3、図4は、建物の躯体に固定されたプレキャストコンクリート版(PCa版)1の外側面をもって構成される下地1aに、多数のパネル状の仕上材の一例である長方形のタイル2を千鳥状に接着剤で張付けてある仕上材張付け構造を示す。そのため、本実施形態では、長辺寸法の異なる二種類のタイル2が用いられる。
An embodiment of the present invention will be described based on the drawings.
3 and 4 show that rectangular tiles 2, which are an example of a large number of panel-like finishing materials, are staggered on a base 1a composed of the outer surface of a precast concrete slab (PCa slab) 1 fixed to the frame of a building. 1 shows a finish application structure that is adhesively applied in a shape. Therefore, in this embodiment, two types of tiles 2 having different long side dimensions are used.

図1、図2に示すように、プレキャストコンクリート版1の下地1aで、且つ、タイル2の上下幅とタイル横目地の上下幅との和に相当する上下間隔をおいた複数箇所の各々には、プレキャストコンクリート版1の左右方向の一端から他端にわたる水平な取付溝部3が形成されている。
尚、本実施形態においては、図1に示すように、プレキャストコンクリート版1の下地1aのうち、最下位のタイル列に対応する部位には、上述の取付溝部3は形成されていない。
As shown in FIGS. 1 and 2, at each of a plurality of locations on the substrate 1a of the precast concrete slab 1 and at a vertical interval corresponding to the sum of the vertical width of the tile 2 and the vertical width of the horizontal tile joint, , a horizontal mounting groove portion 3 extending from one end to the other end in the left-right direction of the precast concrete slab 1 is formed.
In this embodiment, as shown in FIG. 1, the mounting grooves 3 described above are not formed in the base 1a of the precast concrete slab 1 at a portion corresponding to the lowest tile row.

各取付溝部3には、図1、図2に示すように、プレキャストコンクリート版1の左右幅と同一の長さを有し、且つ、プレキャストコンクリート版1の下地1aに左右方向に沿って配置される多数のタイル2の荷重を受止め支持するステンレス鋼製の荷重受け部材4が入り込み配置される。この荷重受け部材4は、横断面形状がL字状に屈曲形成され、取付溝部3の底面に配置される取付け板部4Aと、多数のタイル2の下端面に当接する荷重受け板部4Bと、を備える。
図1、図2に示すように、各荷重受け部材4の取付け板部4Aの左右方向の複数箇所にはボルト挿通孔4aが形成されている。各荷重受け部材4のボルト挿通孔4aに対応するプレキャストコンクリート版1の各取付溝部3の底面には、各荷重受け部材4のボルト挿通孔4aに挿通されたボルト5と螺合するネジ孔を備えた雌ネジ部材6がインサート固定されている。
As shown in FIGS. 1 and 2, each mounting groove 3 has the same length as the left-right width of the precast concrete slab 1, and is arranged along the left-right direction on the foundation 1a of the precast concrete slab 1. A load-receiving member 4 made of stainless steel for receiving and supporting the load of a large number of tiles 2 which are placed in the tiles 2 is inserted. The load receiving member 4 is bent into an L-shaped cross section, and includes a mounting plate portion 4A disposed on the bottom surface of the mounting groove portion 3, and a load receiving plate portion 4B in contact with the lower end surfaces of the many tiles 2. , provided.
As shown in FIGS. 1 and 2, the mounting plate portion 4A of each load receiving member 4 has a plurality of bolt insertion holes 4a formed in the left-right direction. The bottom surface of each mounting groove portion 3 of the precast concrete slab 1 corresponding to the bolt insertion hole 4a of each load receiving member 4 is provided with a screw hole to be screwed with the bolt 5 inserted through the bolt insertion hole 4a of each load receiving member 4. A female screw member 6 provided is fixed by the insert.

各取付溝部3の深さは、図1に示すように、荷重受け部材4の取付け板部4Aの板厚とボルト5の頭部5aの高さとの合算寸法よりも大に構成されている。荷重受け部材4の取付け板部4Aが取付溝部3の底面にボルト止めされた状態では、ボルト5の頭部5aがプレキャストコンクリート版1の下地1aから外方に突出しないように構成されている。
また、図1、図4に示すように、荷重受け部材4の取付け板部4Aが取付溝部3の底面にボルト止めされた状態では、荷重受け部材4の荷重受け板部4Bは、プレキャストコンクリート版1の下地1aからタイル2の板厚の略半分に相当する寸法分だけ外方に突出する。この荷重受け板部4Bの突出部分においてタイル2の荷重を受止め支持するように構成されている。
As shown in FIG. 1, the depth of each mounting groove 3 is greater than the sum of the thickness of the mounting plate 4A of the load receiving member 4 and the height of the head 5a of the bolt 5. As shown in FIG. When the mounting plate portion 4A of the load receiving member 4 is bolted to the bottom surface of the mounting groove portion 3, the head portion 5a of the bolt 5 is constructed so as not to protrude outward from the base 1a of the precast concrete slab 1.
1 and 4, when the mounting plate portion 4A of the load receiving member 4 is bolted to the bottom surface of the mounting groove portion 3, the load receiving plate portion 4B of the load receiving member 4 is a precast concrete slab. The tile 2 protrudes outward from the base 1a of 1 by a dimension corresponding to approximately half the plate thickness of the tile 2. - 特許庁The projecting portion of the load receiving plate portion 4B is configured to receive and support the load of the tile 2. As shown in FIG.

図3に示すように、荷重受け部材4の荷重受け板部4Bに受止められた状態で下地1aに張付けられるタイル2と下地1a側とはステンレス製の落下防止用線材7で連結され、各荷重受け部材4には、落下防止用線材7の取付部8が設けられている。
落下防止用線材7は、図2、図3に示すように、タイル2側に接続された仕上材側線材7Aと、下地1a側に接続された下地側線材7Bと、を備える。さらに、下地側線材7Bは、プレキャストコンクリート版1の各取付溝部3にボルト止めされた荷重受け部材4の取付け板部4Aの右側端部間及び左側端部間にわたってそれぞれ上下方向に張設される左右一対の縦向きステンレス線7Baと、左右の縦向きステンレス線7Baのうち、左右方向に沿う各タイル列の上下中間位置に相当する部位間にわたって左右方向に沿って張設される横向きステンレス線7Bbとを、備える。
As shown in FIG. 3, the tiles 2 attached to the base 1a while being received by the load receiving plate portion 4B of the load receiving member 4 are connected to the base 1a side by stainless steel fall prevention wires 7. The load receiving member 4 is provided with an attachment portion 8 for a drop prevention wire 7 .
As shown in FIGS. 2 and 3, the fall prevention wire 7 includes a finishing material side wire 7A connected to the tile 2 side and a substrate side wire 7B connected to the substrate 1a side. Further, the base-side wire rod 7B is vertically stretched between the right and left ends of the mounting plate portion 4A of the load receiving member 4 bolted to each mounting groove portion 3 of the precast concrete slab 1. A pair of left and right vertical stainless steel wires 7Ba and a horizontal stainless wire 7Bb stretched in the horizontal direction between portions of the left and right vertical stainless wires 7Ba corresponding to upper and lower intermediate positions of each tile row in the horizontal direction. And prepare.

尚、左右の縦向きステンレス線7Baは、図2に示すように、最下位の荷重受け部材4の取付け板部4Aの端部から下方に延設される下方延長線部分7Baaを備える。この両下方延長線部分7Baa間には、最下位のタイル列に対する横向きステンレス線7Bbが張設されている。 As shown in FIG. 2, the left and right vertical stainless steel wires 7Ba have downward extension portions 7Baa extending downward from the ends of the mounting plate portion 4A of the lowermost load receiving member 4. As shown in FIG. A horizontal stainless wire 7Bb for the lowest tile row is stretched between the two downward extension line portions 7Baa.

各仕上材側線材7Aは、図3に示すように、各タイル2の裏面の上下中間位置に上端が固着された垂下姿勢の連結ステンレス線7Aaを備える。本実施形態においては、長辺寸法の大きなタイル2の場合は、タイル2の裏面の左右二箇所の上下中間位置に連結ステンレス線7Aaの上端が接着剤等で固着されている。長辺寸法の小さなタイル2の場合は、タイル2の裏面の左右中央位置の上下中間位置に連結ステンレス線7Aaの上端が接着剤等で固着されている。
各タイル2の裏面に固着された連結ステンレス線7Aaは、図3に示すように、タイル2の下端から直下位置の横向きステンレス線7Bbに向かって延設されている。この連結ステンレス線7Aaの下方への延設長さは、横向きステンレス線7Bbとの緊結作業を余裕を持って容易に行える長さに設定されている。
そして、プレキャストコンクリート版1の下地1aに張付けられた各タイル2の連結ステンレス線7Aaの下端部は、張付け対象のタイル2の張付け位置から外れた直下位置の横向きステンレス線7Bbに緊結される。
As shown in FIG. 3, each finishing material-side wire 7A is provided with a connecting stainless steel wire 7Aa in a hanging posture, the upper end of which is fixed to a vertically intermediate position on the back surface of each tile 2. As shown in FIG. In this embodiment, in the case of the tile 2 having a large long side, the upper end of the connecting stainless wire 7Aa is fixed to the upper and lower middle positions of the left and right sides of the back surface of the tile 2 with an adhesive or the like. In the case of a tile 2 with a small long side dimension, the upper end of the connecting stainless steel wire 7Aa is fixed to the upper and lower middle positions of the left and right center positions on the back surface of the tile 2 with an adhesive or the like.
The connecting stainless steel wire 7Aa fixed to the back surface of each tile 2 extends from the lower end of the tile 2 toward the horizontal stainless steel wire 7Bb located directly below, as shown in FIG. The downward extension length of the connecting stainless steel wire 7Aa is set to a length that facilitates the binding work with the horizontal stainless steel wire 7Bb with a margin.
The lower ends of the connecting stainless steel wires 7Aa of the tiles 2 attached to the substrate 1a of the precast concrete slab 1 are tied to the horizontal stainless steel wires 7Bb located directly below the tiles 2 to be attached, which are out of the attachment position.

落下防止用線材7の取付部8は、図2、図3に示すように、プレキャストコンクリート版1の各取付溝部3にボルト止めされた荷重受け部材4の取付け板部4Aの両端部側で、且つ、タイル2の背面に略相当する位置に貫通形成された取付け孔8aから構成されている。取付け板部4Aの右側端部の取付け孔8a群及び左側端部の取付け孔8a群の各々は、上下方向で一直線状に同心配置され、各端部の取付け孔8a群にわたって縦向きステンレス線7Baが挿通されている。挿通された縦向きステンレス線7Baは、少なくとも最上位の荷重受け部材4の取付け板部4A及び最下位の荷重受け部材4の取付け板部4Aに緊結される。 As shown in FIGS. 2 and 3, the mounting portions 8 of the fall prevention wire 7 are attached to the mounting grooves 3 of the precast concrete slab 1 at both ends of the mounting plate portion 4A of the load receiving member 4. In addition, it is composed of a mounting hole 8a penetrating at a position substantially corresponding to the rear surface of the tile 2. As shown in FIG. A group of mounting holes 8a at the right end of the mounting plate portion 4A and a group of mounting holes 8a at the left end of the mounting plate portion 4A are arranged vertically and concentrically in a straight line. is inserted. The vertically oriented stainless steel wire 7Ba thus inserted is tightly bound to at least the mounting plate portion 4A of the uppermost load receiving member 4 and the mounting plate portion 4A of the lowermost load receiving member 4. As shown in FIG.

プレキャストコンクリート版1の下地1aには下地調整用弾性接着剤が塗布され、さらに、取付溝部3の底面にボルト止めされた荷重受け部材4の取付け板部4Aの外面側にも下地調整用弾性接着剤が塗布される。 An elastic adhesive for substrate adjustment is applied to the substrate 1a of the precast concrete slab 1, and an elastic adhesive for substrate adjustment is applied to the outer surface of the mounting plate portion 4A of the load receiving member 4 bolted to the bottom surface of the mounting groove portion 3. agent is applied.

次に、上述の如く構成された仕上材張付け構造の仕上材張付け方法について説明する。
[1]荷重受け部材4の取付け工程
建物の躯体へのプレキャストコンクリート版1の取付け工事が完了すると、プレキャストコンクリート版1の下地1aを洗浄等で清掃する。清掃後に、図1に示すように、プレキャストコンクリート版1の下地1aで、且つ、タイル2の上下幅と横目地の上下幅との和に相当する上下間隔をおいた複数箇所に形成されている取付溝部3の各々に、プレキャストコンクリート版1の左右幅と同一の長さを有する横断面形状がL字状のステンレス鋼製の荷重受け部材4を入り込み配置する。各荷重受け部材4の取付け板部4Aの左右方向の複数箇所に形成されているボルト挿通孔4aにボルト5を挿通する。挿通された各ボルト5を、プレキャストコンクリート版1の各取付溝部3の底面に相当する部位にインサート固定されている雌ネジ部材6に螺合し、各荷重受け部材4の取付け板部4Aを、プレキャストコンクリート版1の取付溝部3の底面に固定する。
Next, a method for applying the finishing material to the finishing material applying structure configured as described above will be described.
[1] Mounting Process of Load Receiving Member 4 When the work of mounting the precast concrete slab 1 to the frame of the building is completed, the substrate 1a of the precast concrete slab 1 is cleaned by washing or the like. After cleaning, as shown in FIG. 1, it is formed on the substrate 1a of the precast concrete slab 1 and at a plurality of locations with a vertical interval corresponding to the sum of the vertical width of the tile 2 and the vertical width of the horizontal joint. A stainless steel load receiving member 4 having an L-shaped cross section and having the same length as the left-right width of the precast concrete slab 1 is placed in each of the mounting grooves 3 . The bolts 5 are inserted through the bolt insertion holes 4a formed at a plurality of locations in the left-right direction of the mounting plate portion 4A of each load receiving member 4. As shown in FIG. The inserted bolts 5 are screwed into the female screw members 6 inserted and fixed to the portions corresponding to the bottom surfaces of the respective mounting grooves 3 of the precast concrete slab 1, and the mounting plate portions 4A of the respective load receiving members 4 are screwed together. It is fixed to the bottom surface of the mounting groove portion 3 of the precast concrete slab 1 .

[2]下地調整工程
プレキャストコンクリート版1の下地1aに下地調整用弾性接着剤を塗布する。さらに、各取付溝部3内に下地調整用弾性接着剤を充填する。充填された下地調整用弾性接着剤の表面は、プレキャストコンクリート版1の外側面と面一になる状態で平滑に仕上げる。
[2] Substrate preparation step An elastic adhesive for substrate preparation is applied to the substrate 1a of the precast concrete slab 1 . Further, each mounting groove portion 3 is filled with an elastic adhesive for substrate adjustment. The surface of the filled elastic adhesive for base preparation is finished smooth so that it is flush with the outer surface of the precast concrete slab 1 .

[3]落下防止用線材7の下地側線材7Bの張設工程
図2、図3に示すように、各取付溝部3にボルト止めされた荷重受け部材4の取付け板部4Aの両端部側で、且つ、タイル2の背面に略相当する位置に貫通形成された取付部8の取付け孔8aのうち、右側端部の取付け孔8a群及び左側端部の取付け孔8a群の各々にわたって、下地側線材7Bを構成する縦向きステンレス線7Baを上下方向に沿って挿通する。挿通された縦向きステンレス線7Baは、少なくとも最上位の荷重受け部材4の取付け板部4A及び最下位の荷重受け部材4の取付け板部4Aに緊結する。
左右の縦向きステンレス線7Baは、図2に示すように、最下位の荷重受け部材4の取付け板部4Aの端部から下方に延設される下方延長線部分7Baaを備える。この下方延長線部分7Baaを含めた左右の縦向きステンレス線7Baのうち、左右方向に沿う各タイル列の上下中間位置に相当する各部位に、下地側線材7Bを構成する横向きステンレス線7Bbの両端部を緊結する。
[3] Tensioning process of base side wire 7B of fall prevention wire 7 As shown in FIGS. And, of the mounting holes 8a of the mounting portion 8 penetrating at a position substantially corresponding to the back surface of the tile 2, the mounting hole 8a group at the right end and the mounting hole 8a group at the left end are provided on the substrate side. A vertical stainless steel wire 7Ba constituting the wire rod 7B is inserted along the vertical direction. The vertically oriented stainless steel wire 7Ba thus inserted is tightly connected to at least the mounting plate portion 4A of the uppermost load receiving member 4 and the mounting plate portion 4A of the lowermost load receiving member 4. As shown in FIG.
As shown in FIG. 2, the left and right vertical stainless steel wires 7Ba are provided with downward extension line portions 7Baa that extend downward from the ends of the mounting plate portion 4A of the lowest load receiving member 4. As shown in FIG. Of the left and right vertical stainless steel wires 7Ba including the downward extension line portion 7Baa, both ends of the horizontal stainless steel wires 7Bb forming the base wire 7B are placed at respective positions corresponding to the upper and lower middle positions of the respective tile rows along the horizontal direction. unite the department.

[4]タイル張り工程
使用される各タイル2の裏面の上下中間位置には、落下防止用線材7を構成する仕上材側線材7Aの連結ステンレス線7Aaの上端が接着剤等で予め固着されている。
そして、連結ステンレス線7Aaが固着されているタイル2の裏面に張付け用弾性接着剤をビード状に塗布し、プレキャストコンクリート版1の下地1aの上段列から下段列に移行しながら千鳥状に張付ける。
図4に示すように、最下位のタイル列を除く各タイル列のタイル2の下端を、取付溝部3に固定されている荷重受け部材4の荷重受け板部4Bに載置し、この荷重受け板部4Bにタイル2の荷重を受止め支持させる。この状態で、プレキャストコンクリート版1の下地1aに当て付けたタイル2の全面を軽く叩きながら位置合わせし、目地の通りを手直しし、目地部に弾性接着剤がはみ出すまで叩いて密着させる。
[4] Tiling process The upper end of the connecting stainless steel wire 7Aa of the finishing material side wire 7A constituting the drop prevention wire 7 is fixed in advance with an adhesive or the like to the upper and lower middle positions of the back surface of each tile 2 to be used. there is
Then, an elastic adhesive for attachment is applied in a bead shape to the back surface of the tile 2 to which the connecting stainless steel wire 7Aa is fixed, and the base 1a of the precast concrete slab 1 is attached in a staggered manner while moving from the upper row to the lower row. .
As shown in FIG. 4, the lower ends of the tiles 2 of each tile row except for the lowest tile row are placed on the load receiving plate portion 4B of the load receiving member 4 fixed to the mounting groove portion 3. The load of the tile 2 is received and supported by the plate portion 4B. In this state, the entire surface of the tile 2 abutted against the base 1a of the precast concrete slab 1 is lightly tapped for alignment, the alignment of the joint is adjusted, and the joint is tapped until the elastic adhesive protrudes and adheres to the joint.

そのため、大型で重量のあるタイル2を接着剤で下地1aに張付ける場合であっても、下地1aの取付溝部3に取付けられた荷重受け部材4の荷重受け板部4Bにタイル2の荷重を受止めさせた状態で、タイル2を接着剤で下地1aに張付けることができるので、タイル2を接着剤のみで下地1aに接着する工法に比して、タイル2の位置決めの容易化と、タイル2の剥離抑制とを図ることができる。 Therefore, even when a large and heavy tile 2 is adhered to the base 1a with an adhesive, the load of the tile 2 is applied to the load receiving plate portion 4B of the load receiving member 4 attached to the mounting groove 3 of the base 1a. Since the tiles 2 can be adhered to the base 1a with an adhesive in the received state, the positioning of the tiles 2 is facilitated compared to the method of adhering the tiles 2 to the base 1a only with an adhesive. It is possible to prevent the tiles 2 from peeling off.

最下位のタイル列を除く各タイル列のタイル2が下地1aに張付けられた状態では、図3に示すように、荷重受け部材4の荷重受け板部4Bに載置支持されたタイル2の裏面側の連結ステンレス線7Aaは、荷重受け部材4の荷重受け板部4Bの前端を略横向きUの字状に迂回する状態で下方に配線されている。この下方に配線された連結ステンレス線7Aaの下端部は、張付け対象のタイル2の張付け位置から外れた直下位置の横向きステンレス線7Bbに緊結される。
これにより、タイル2の連結ステンレス線7Aaと下地側の横向きステンレス線7Bbとが連結され、且つ、タイル2の荷重は荷重受け部材4に受止め支持されているので、例え、タイル2が剥離しても落下することがない。
When the tiles 2 of each tile row except for the lowest tile row are attached to the substrate 1a, as shown in FIG. The connecting stainless steel wire 7Aa on the side is wired below the front end of the load-receiving plate portion 4B of the load-receiving member 4 in a substantially laterally U-shaped detour. The lower end of the connecting stainless steel wire 7Aa wired below is tied to the horizontal stainless steel wire 7Bb located directly below the tile 2 to be stuck, which is out of the sticking position.
As a result, the connecting stainless steel wire 7Aa of the tile 2 and the horizontal stainless steel wire 7Bb on the base side are connected, and the load of the tile 2 is received and supported by the load receiving member 4. Therefore, even if the tile 2 is peeled off, It will not fall even if you drop it.

しかも、複数のタイル2の荷重を受止め支持するための荷重受け部材4を利用して、各荷重受け部材4に設けた取付部8の取付け孔8aを介して落下防止用線材7の縦向きステンレス線7Baを配設することができるので、専用の線材配設部材及びこれを下地1aに取付けるための取付け工数を削減することができる。 Moreover, by utilizing the load receiving members 4 for receiving and supporting the loads of the plurality of tiles 2, the vertical orientation of the fall prevention wire 7 is achieved through the mounting holes 8a of the mounting portions 8 provided in the respective load receiving members 4. Since the stainless steel wire 7Ba can be arranged, it is possible to reduce the dedicated wire rod arrangement member and the number of man-hours for attaching it to the substrate 1a.

さらに、タイル2の張付け工法においては、一般的に、上段列から下段列に移行しながらタイル2の張付け作業が行われるため、タイル2を下地1aに張付けたのち、その張付け位置から下方に外れた空間においてタイル2の連結ステンレス線7Aaと下地側線材7Bである横向きステンレス線7Bbとを容易に接続することができる。しかも、この接続処理されたタイル2の連結ステンレス線7Aa及び横向きステンレス線7Bbを、下段列のタイル2で順次体裁良く覆い隠すことができる。 Furthermore, in the method of attaching the tiles 2, generally, the tiles 2 are attached while moving from the upper row to the lower row. In this space, the connecting stainless steel wire 7Aa of the tile 2 and the horizontal stainless wire 7Bb, which is the underlying wire 7B, can be easily connected. In addition, the connected stainless steel wires 7Aa and lateral stainless wires 7Bb of the tiles 2 that have been connected can be successively covered with the tiles 2 in the lower row in good appearance.

最下位のタイル列においては、図2、図4に示すように、タイル2の裏面に固着された仕上材側線材7Aの連結ステンレス線7Aaは、左右の縦向きステンレス線7Baの下方延長線部分7Baaに張設された横向きステンレス線7Bbに緊結する。そのため、最下位のタイル列においては、タイル2の裏面に固着された連結ステンレス線7Aaを、タイル2の裏面とこれが張付けられる下地1aとの間に張設されている横向きステンレス線7Bbに緊結したのち、連結ステンレス線7Aa及び横向きステンレス線7Bbを覆い隠す状態で、タイル2を弾性接着剤で下地1aに張付ける。 In the lowest tile row, as shown in FIGS. 2 and 4, the connecting stainless steel wire 7Aa of the finishing material side wire 7A fixed to the back surface of the tile 2 extends downward from the left and right vertical stainless steel wires 7Ba. It is tied to the horizontal stainless steel wire 7Bb stretched to 7Baa. Therefore, in the lowest tile row, the connecting stainless steel wire 7Aa fixed to the back surface of the tile 2 is tied to the horizontal stainless steel wire 7Bb stretched between the back surface of the tile 2 and the substrate 1a to which it is attached. After that, the tile 2 is adhered to the substrate 1a with an elastic adhesive while covering the connecting stainless steel wires 7Aa and the horizontal stainless wires 7Bb.

〔別実施形態〕
(1)上述の実施形態では、最下位のタイル列を除く各タイル列のタイル2の張付け作業時において、張付け対象のタイル2の連結ステンレス線7Aaと下地側線材7Bである横向きステンレス線7Bbとの接続位置を、張付け対象のタイル2の張付け位置から下方に外れた位置に設定したが、張付け対象のタイル2の連結ステンレス線7Aaと下地側線材7Bである横向きステンレス線7Bbとの接続位置を、張付け対象のタイル2の張付け位置から左右方向の一側方又は上方に外れた位置に設定してもよい。
[Another embodiment]
(1) In the above-described embodiment, when the tiles 2 of each tile row except for the lowest tile row are attached, the connecting stainless steel wire 7Aa of the tile 2 to be attached and the horizontal stainless wire 7Bb as the base wire 7B are connected. is set at a position deviated downward from the attachment position of the tile 2 to be attached, but the connection position between the connecting stainless steel wire 7Aa of the tile 2 to be attached and the horizontal stainless wire 7Bb as the base wire 7B is set to , may be set at a position deviated from the pasting position of the tile 2 to be pasted to one side or upward in the left-right direction.

(2)また、上述の実施形態の変形例として、全てのタイル列において、張付け対象のタイル2の連結ステンレス線7Aaと下地側線材7Bである横向きステンレス線7Bbとの接続位置を、張付け対象のタイル2の張付け位置に設定してもよい。 (2) In addition, as a modification of the above-described embodiment, in all tile rows, the connecting positions of the connecting stainless steel wires 7Aa of the tiles 2 to be applied and the lateral stainless steel wires 7Bb that are the base-side wires 7B are It may be set to the position where the tile 2 is attached.

(3)上述の実施形態において、プレキャストコンクリート版1の下地1aのうち、最下位のタイル列に対応する部位にも、プレキャストコンクリート版1の左右方向の一端から他端にわたる水平な取付溝部3を形成し、この取付溝部3に、プレキャストコンクリート版1の左右幅と同一の長さを有し、且つ、プレキャストコンクリート版1の下地1aに左右方向に沿って配置される多数のタイル2の荷重を受止め支持する荷重受け部材4を取付けて実施してもよい。 (3) In the above-described embodiment, a horizontal mounting groove portion 3 extending from one end to the other in the left-right direction of the precast concrete slab 1 is also provided in the base 1a of the precast concrete slab 1 at a portion corresponding to the lowest tile row. The load of a large number of tiles 2 having the same length as the lateral width of the precast concrete slab 1 and arranged along the lateral direction on the foundation 1a of the precast concrete slab 1 is carried in the mounting groove 3. A load receiving member 4 may be attached to receive and support the load.

1a 下地
2 仕上材(タイル)
3 取付溝部
4 荷重受け部材
7 落下防止用線材
7A 仕上材側線材
7B 下地側線材
8 取付部
1a Base 2 Finishing material (tile)
3 Mounting groove 4 Load receiving member 7 Drop prevention wire 7A Finishing material side wire 7B Base side wire 8 Mounting part

Claims (3)

パネル状の仕上材を接着剤で下地に張付けてある仕上材張付け構造であって、
前記下地の上下複数箇所の各々に、左右方向に沿って複数の仕上材取付け位置に亘る取付溝部が形成され、前記各取付溝部には、左右方向に配置される複数の前記仕上材の荷重を受止め支持する荷重受け部材が取付けられ、前記荷重受け部材に受止められた状態で前記下地に張付けられる前記仕上材と前記下地側とは落下防止用線材で連結され、前記荷重受け部材には、前記落下防止用線材の取付部が設けられている仕上材張付け構造。
A finishing material attachment structure in which a panel-shaped finishing material is attached to a base with an adhesive,
A plurality of mounting grooves are formed in each of the plurality of upper and lower portions of the substrate along the left-right direction so as to cover a plurality of finishing material mounting positions, and each of the mounting grooves accommodates the loads of the plurality of finishing materials arranged in the left-right direction. A load-receiving member is attached to receive and support the load-receiving member; , a finishing material attachment structure provided with an attachment portion for the fall prevention wire.
前記落下防止用線材は、前記仕上材側に接続された仕上材側線材と、前記下地側に接続された下地側線材と、を備え、前記仕上材の張付け作業時における前記仕上材側線材と前記下地側線材との接続位置は、前記仕上材の張付け位置から外れた位置に設定されている請求項1記載の仕上材張付け構造。 The fall prevention wire rod includes a finishing material side wire rod connected to the finishing material side and a base side wire rod connected to the base side. 2. The finishing material sticking structure according to claim 1, wherein a connection position with the base-side wire is set at a position deviated from a sticking position of the finishing material. 前記仕上材の張付け作業時における前記仕上材側線材と前記下地側線材との接続位置は、前記仕上材の張付け位置から下方に外れた位置に設定されている請求項2記載の仕上材張付け構造。 3. The finishing material attaching structure according to claim 2, wherein a connecting position between said finishing material side wire and said base side wire during said finishing material attaching work is set at a position deviated downward from said finishing material attaching position. .
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004068574A (en) 2002-06-10 2004-03-04 Shinnosuke Kimura Plate building material and its construction method
CN107268928A (en) 2017-06-06 2017-10-20 浙江兴泰建设有限公司 The building cladding system of anti-dropout exterior wall tile

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS601155Y2 (en) * 1983-05-16 1985-01-14 鹿島建設株式会社 External wall finishing material peeling prevention device
JPH02139247U (en) * 1989-04-24 1990-11-21
JPH0754461A (en) * 1993-06-07 1995-02-28 Inax Corp Method for executing work for wall surface material

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004068574A (en) 2002-06-10 2004-03-04 Shinnosuke Kimura Plate building material and its construction method
CN107268928A (en) 2017-06-06 2017-10-20 浙江兴泰建设有限公司 The building cladding system of anti-dropout exterior wall tile

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