JP2021095687A - Finishing material sticking structure - Google Patents

Finishing material sticking structure Download PDF

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JP2021095687A
JP2021095687A JP2019225413A JP2019225413A JP2021095687A JP 2021095687 A JP2021095687 A JP 2021095687A JP 2019225413 A JP2019225413 A JP 2019225413A JP 2019225413 A JP2019225413 A JP 2019225413A JP 2021095687 A JP2021095687 A JP 2021095687A
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finishing material
tile
base
wire
load receiving
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JP7317688B2 (en
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阿沙子 安岡
Asako Yasuoka
阿沙子 安岡
宏和 川嶋
Hirokazu Kawashima
宏和 川嶋
良憲 板東
Yoshinori Bando
良憲 板東
光伸 安田
Mitsunobu Yasuda
光伸 安田
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Takenaka Komuten Co Ltd
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Takenaka Komuten Co Ltd
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Abstract

To efficiently stick a plurality of finishing materials in a state where joint lines are aligned and in a state where peeling and falling do not occur, and to reduce the number of members for preventing peeling and falling and man-hours for mounting.SOLUTION: In a finishing material sticking structure in which a panel-like finishing material 2 is stuck to a substrate with an adhesive, a mounting groove part extending over a plurality of finishing material mounting positions along a lateral direction is formed in each of a plurality of upper and lower places of the substrate; a load receiving member for receiving and supporting a load of a plurality of finishing materials 2 arranged in the right and left direction is attached to each mounting groove part, the finishing material 2 stuck to the substrate 1a in a state of being received by the load receiving member and the substrate side are connected by a fall preventing wire 7, and the load receiving member 4 is provided with a mounting part 8 of the fall preventing wire 7.SELECTED DRAWING: Figure 3

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。 The present invention relates to a finishing material sticking structure in which a panel-shaped finishing material is stuck to a base 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 above-mentioned finishing material sticking structure, Patent Document 1 discloses a tile sticking method in which a tile as a finishing material is stuck to a base with an adhesive. In this conventional tile-laying method, a plurality of convex portions are formed so as to be spaced apart in the left-right direction at each of a plurality of upper and lower positions on the front surface of the base plate for tile attachment, which is the base. Locking portions of load receiving members that separately receive and support two left and right positions on the lower end surface of the tile are locked to the upper edges of the pair of left and right convex portions located at each tile mounting location. The load receiving member locked to the upper edge of the convex portion 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 tile construction method, the load of the tile is supported by the load receiving member fixed to the base plate, and the tile is adhered to the base plate with an adhesive. Therefore, the tile is adhered to the base plate only with an adhesive. In comparison with the above, it is possible to facilitate the positioning of the tiles and suppress the peeling of the tiles.
However, since it is necessary to attach the load receiving members to the left and right two places of each tile mounting location, it takes a lot of time and effort to attach the load receiving members. Moreover, when the tile is peeled off, there is a problem that the tile falls.

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 problem of the present invention is that a plurality of finishing materials can be efficiently attached in a state where the joint lines are aligned and without peeling and falling, and a member for preventing peeling and falling. The point is to provide a finishing material pasting structure that can reduce 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。
The first characteristic configuration of the present invention is a finishing material sticking structure in which a panel-shaped finishing material is stuck to a base with an adhesive.
Mounting grooves are formed at each of the upper and lower positions of the base so as to cover a plurality of finishing material mounting positions along the left-right direction, and the loads of the plurality of finishing materials arranged in the left-right direction are applied to each of the mounting grooves. A load receiving member that receives and supports is attached, and the finishing material and the base side that are attached to the base in a state of being received by the load receiving member are connected by a fall prevention wire rod, and the load receiving member is connected. , The point is that the attachment portion of the fall prevention wire rod 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 attached to the base with an adhesive, the load receiving member attached to the mounting groove of the base receives the load of the finishing material. Since the finishing material can be attached to the base with an adhesive, it is easier to position the finishing material and suppress the peeling of the finishing material compared to the method of adhering the finishing material to the base only with an adhesive. be able to. Moreover, since the load receiving member is attached to the mounting grooves extending over the plurality of finishing material mounting positions along the left and right direction, and the plurality of finishing materials are received and supported in a row along the left and right direction, the load receiving member is supported. It is possible to efficiently attach a plurality of finishing materials with the joint lines aligned while reducing the installation man-hours.
Further, since the finishing material and the base side are connected by a fall prevention wire and the load of each finishing material is received and supported by the load receiving member, even if the finishing material is peeled off, it may fall. Absent.
Moreover, by using the load receiving member for receiving and supporting the load of a plurality of finishing materials, the fall prevention wire can be arranged via the attachment portion provided on each load receiving member, so that it is dedicated. It is possible to reduce the wire rod arranging member and the installation man-hours for attaching the wire rod arrangement member to the base.

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。 The second characteristic configuration of the present invention is that 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 and the base side wire during work is set to a position deviating from the attachment 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 sticking surface of the finishing material and the base to which the finishing material is stuck, the finishing material before sticking is used. It is necessary to connect the finishing material side wire and the base side wire in the held state, which complicates the work. However, in this configuration, the connection position between the finishing material side wire and the base side wire is set to a position deviating from the sticking position of the finishing material to be attached. The finishing material side wire and the base side wire can be easily connected in a space outside 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 the third characteristic configuration of the present invention, the connection position between the finishing material side wire and the base side wire at the time of attaching the finishing material is set to a position downward from the attaching position of the finishing material. 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 finishing material pasting method, the finishing material is generally stuck while shifting from the upper row to the lower row. Therefore, after the finishing material is stuck to the base, from the sticking position. The finishing material side wire and the base side wire can be easily connected in the space separated below. Moreover, the connection-processed finishing material side wire and base side wire can be sequentially covered with the finishing material in the lower row in a good-looking manner.

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Cross-sectional view at the time of mounting of the load receiving member which shows the finishing material sticking structure of this invention 仕上材側線材の張設時の正面図Front view when the finishing material side wire is stretched タイル張付け作業途中の正面図Front view during tile pasting work タイル張付け時の断面図Cross-sectional view when tiles are attached

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 with reference to the drawings.
3 and 4 show a staggered rectangular tile 2 which is an example of a large number of panel-shaped finishing materials on a base 1a composed of an outer surface of a precast concrete plate (PCa plate) 1 fixed to the frame of a building. The structure in which the finishing material is attached is shown. 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, each of a plurality of locations on the base 1a of the precast concrete slab 1 and having a vertical interval corresponding to the sum of the vertical width of the tile 2 and the vertical width of the horizontal joint of the tile. , A horizontal mounting groove 3 extending from one end to the other end of the precast concrete slab 1 in the left-right direction is formed.
In the present embodiment, as shown in FIG. 1, the above-mentioned mounting groove portion 3 is not formed in the portion of the base 1a of the precast concrete slab 1 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 portion 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 base 1a of the precast concrete slab 1. A load receiving member 4 made of stainless steel that receives and supports the load of a large number of tiles 2 is inserted and arranged. The load receiving member 4 has a mounting plate portion 4A having a cross-sectional shape bent into an L shape and arranged on the bottom surface of the mounting groove portion 3, and a load receiving plate portion 4B that abuts on the lower end surfaces of a large number of tiles 2. , Equipped with.
As shown in FIGS. 1 and 2, bolt insertion holes 4a are formed at a plurality of positions in the left-right direction of the mounting plate portion 4A of each load receiving member 4. On the bottom surface of each mounting groove 3 of the precast concrete slab 1 corresponding to the bolt insertion hole 4a of each load receiving member 4, a screw hole screwed with the bolt 5 inserted into the bolt insertion hole 4a of each load receiving member 4 is provided. The provided female screw member 6 is inserted and fixed.

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 portion 3 is configured to be larger than the total dimension of the plate thickness of the mounting plate portion 4A of the load receiving member 4 and the height of the head portion 5a of the bolt 5. 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 configured so as not to protrude outward from the base 1a of the precast concrete slab 1.
Further, as shown in FIGS. 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 plate. It protrudes outward from the base 1a of 1 by a dimension corresponding to approximately half the thickness of the tile 2. The protruding portion of the load receiving plate portion 4B is configured to receive and support the load of the tile 2.

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 tile 2 attached to the base 1a in a state of being received by the load receiving plate portion 4B of the load receiving member 4 and the base 1a side are connected by a stainless steel fall prevention wire 7 and are connected to each other. The load receiving member 4 is provided with an attachment portion 8 for a fall prevention wire rod 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 base side wire 7B connected to the base 1a side. Further, the base side wire rod 7B is stretched in the vertical direction between the right end portions and the left end portions 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. Of the pair of left and right vertical stainless steel wires 7Ba and the left and right vertical stainless steel wires 7Ba, the horizontal stainless steel wires 7Bb stretched along the left and right directions between the parts corresponding to the upper and lower intermediate positions of each tile row along the left and right directions. 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 include a downward extension line portion 7Ba extending downward from the end portion of the mounting plate portion 4A of the lowermost load receiving member 4. A horizontal stainless wire 7Bb for the lowest tile row is stretched between the two lower 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 includes a connecting stainless wire 7Aa in a hanging posture in which the upper end is fixed at an upper and lower intermediate position on the back surface of each tile 2. In the present embodiment, in the case of the tile 2 having a large long side dimension, the upper end of the connecting stainless wire 7Aa is fixed with an adhesive or the like at two upper and lower intermediate positions on the left and right sides of the back surface of the tile 2. In the case of the tile 2 having a small long side dimension, the upper end of the connecting stainless wire 7Aa is fixed to the upper and lower intermediate positions of the left and right center positions on the back surface of the tile 2 with an adhesive or the like.
As shown in FIG. 3, 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 lateral stainless steel wire 7Bb located directly below. The downward extension length of the connecting stainless wire 7Aa is set to a length that allows the binding work with the lateral stainless wire 7Bb to be easily performed with a margin.
Then, the lower end of the connecting stainless steel wire 7Aa of each tile 2 attached to the base 1a of the precast concrete slab 1 is tied to the lateral stainless steel wire 7Bb at a position directly below the tile 2 to be attached.

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 attachment portions 8 of the fall prevention wire 7 are formed on both ends of the attachment plate portions 4A of the load receiving member 4 bolted to the attachment groove portions 3 of the precast concrete slab 1. Moreover, it is composed of a mounting hole 8a formed through the tile 2 at a position substantially corresponding to the back surface of the tile 2. Each of the mounting holes 8a group at the right end portion and the mounting hole 8a group at the left end portion of the mounting plate portion 4A are arranged concentrically in a straight line in the vertical direction, and the vertical stainless wire 7Ba covers the mounting holes 8a group at each end portion. Is inserted. The inserted vertical stainless steel wire 7Ba is tightly coupled 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.

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 base adjustment is applied to the base 1a of the precast concrete plate 1, and further, elastic adhesion for base adjustment is also applied to the outer surface side of the mounting plate portion 4A of the load receiving member 4 bolted to the bottom surface of the mounting groove portion 3. The 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 of attaching the finishing material to the finishing material attaching structure configured as described above will be described.
[1] Installation process of the load receiving member 4 When the installation work of the precast concrete slab 1 on the frame of the building is completed, the base 1a of the precast concrete slab 1 is cleaned by cleaning or the like. After cleaning, as shown in FIG. 1, it is formed on the base 1a of the precast concrete slab 1 and at a plurality of locations having a vertical interval corresponding to the sum of the vertical width of the tile 2 and the vertical width of the horizontal joint. A load receiving member 4 made of stainless steel having an L-shaped cross-sectional shape having the same length as the left-right width of the precast concrete slab 1 is inserted and arranged in each of the mounting grooves 3. The bolt 5 is inserted into the bolt insertion holes 4a formed at a plurality of positions in the left-right direction of the mounting plate portion 4A of each load receiving member 4. Each of the inserted bolts 5 is screwed into a female screw member 6 which is insert-fixed to a portion corresponding to the bottom surface of each mounting groove portion 3 of the precast concrete plate 1, and the mounting plate portion 4A of each load receiving member 4 is screwed into the mounting plate portion 4A of each load receiving member 4. It is fixed to the bottom surface of the mounting groove 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] Base adjustment step An elastic adhesive for base adjustment is applied to the base 1a of the precast concrete slab 1. Further, each mounting groove 3 is filled with an elastic adhesive for adjusting the base. The surface of the filled elastic adhesive for adjusting the base is finished to be smooth so as to be 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] Stretching process of the base side wire 7B of the fall prevention wire 7 As shown in FIGS. 2 and 3, at both ends of the mounting plate 4A of the load receiving member 4 bolted to each mounting groove 3. In addition, among the mounting holes 8a of the mounting portion 8 formed through at a position substantially corresponding to the back surface of the tile 2, the base side extends over each of the mounting hole 8a group at the right end portion and the mounting hole 8a group at the left end portion. The vertical stainless steel wire 7Ba constituting the wire rod 7B is inserted along the vertical direction. The inserted vertical stainless steel wire 7Ba 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. 2, the left and right vertical stainless steel wires 7Ba include a downward extension line portion 7Ba extending downward from the end portion of the mounting plate portion 4A of the lowermost load receiving member 4. 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 constituting the base side wire 7B are located at each portion corresponding to the upper and lower intermediate positions of each tile row along the left and right directions. Tie the club together.

[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 fall prevention wire 7 is preliminarily fixed to the upper and lower intermediate positions on the back surface of each tile 2 to be used. There is.
Then, an elastic adhesive for sticking is applied in a bead shape to the back surface of the tile 2 to which the connecting stainless wire 7Aa is fixed, and the precast concrete slab 1 is stuck in a staggered pattern while shifting from the upper row to the lower row of the base 1a. ..
As shown in FIG. 4, the lower end of the tile 2 of each tile row excluding the lowest tile row is placed on the load receiving plate portion 4B of the load receiving member 4 fixed to the mounting groove portion 3, and the load receiving portion 4B is placed. The plate portion 4B receives and supports the load of the tile 2. In this state, the entire surface of the tile 2 applied to the base 1a of the precast concrete slab 1 is aligned by tapping lightly, the streets of the joints are corrected, and the elastic adhesive is tapped until the elastic adhesive protrudes into the joints to bring them into close contact with each other.

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 attached 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 portion 3 of the base 1a. Since the tile 2 can be attached to the base 1a with an adhesive in the received state, the positioning of the tile 2 can be facilitated as compared with the method of adhering the tile 2 to the base 1a only with an adhesive. It is possible to suppress the peeling of the tile 2.

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。
In a state where the tiles 2 of each tile row except the lowest tile row are attached to the base 1a, as shown in FIG. 3, the back surface of the tile 2 placed and supported on the load receiving plate portion 4B of the load receiving member 4. The connecting stainless wire 7Aa on the side is wired downward so as to bypass the front end of the load receiving plate portion 4B of the load receiving member 4 in a substantially lateral U shape. The lower end of the connecting stainless steel wire 7Aa wired below is tied to the lateral stainless steel wire 7Bb at a position directly below the tile 2 to be attached.
As a result, the connecting stainless wire 7Aa of the tile 2 and the lateral stainless 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, so that the tile 2 is peeled off, for example. But it doesn't fall.

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, using the load receiving member 4 for receiving and supporting the load of the plurality of tiles 2, the fall prevention wire 7 is oriented vertically through the mounting hole 8a of the mounting portion 8 provided in each load receiving member 4. Since the stainless wire 7Ba can be arranged, it is possible to reduce the number of man-hours for attaching the dedicated wire material arrangement member and the base 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。 Further, in the method of attaching the tile 2, the tile 2 is generally attached while shifting from the upper row to the lower row. Therefore, after the tile 2 is attached to the base 1a, the tile 2 is detached downward from the attached position. In this space, the connecting stainless wire 7Aa of the tile 2 and the lateral stainless wire 7Bb which is the base side wire 7B can be easily connected. Moreover, the connecting stainless steel wire 7Aa and the horizontal stainless steel wire 7Bb of the connected tile 2 can be sequentially covered with the tiles 2 in the lower row in a good-looking manner.

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 wire 7Aa of the finishing material side wire 7A fixed to the back surface of the tile 2 is a downward extension line portion of the left and right vertical stainless wires 7Ba. It is fastened to the sideways stainless steel wire 7Bb stretched on 7Baa. Therefore, in the lowest tile row, the connecting stainless wire 7Aa fixed to the back surface of the tile 2 is tied to the lateral stainless wire 7Bb stretched between the back surface of the tile 2 and the base 1a to which the tile 2 is attached. After that, the tile 2 is attached to the base 1a with an elastic adhesive while covering the connecting stainless wire 7Aa and the sideways stainless wire 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 other than the lowest tile row are attached, the connecting stainless wire 7Aa of the tile 2 to be attached and the horizontal stainless wire 7Bb which is the base side wire 7B The connection position of the tile 2 to be attached is set to a position slightly lower than the attachment position of the tile 2 to be attached, but the connection position between the connecting stainless wire 7Aa of the tile 2 to be attached and the horizontal stainless wire 7Bb which is the base side wire 7B is set. , The tile 2 to be attached may be set at a position deviated from the attachment position on 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) Further, as a modification of the above-described embodiment, in all the tile rows, the connection position between the connecting stainless wire 7Aa of the tile 2 to be attached and the lateral stainless wire 7Bb which is the base side wire 7B is to be attached. It may be set at the sticking position of the tile 2.

(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 3 extending from one end to the other end in the left-right direction of the precast concrete slab 1 is also provided on a portion of the base 1a of the precast concrete slab 1 corresponding to the lowest tile row. The mounting groove 3 is formed and has the same length as the left-right width of the precast concrete slab 1, and the load of a large number of tiles 2 arranged along the left-right direction on the base 1a of the precast concrete slab 1 is applied. The load receiving member 4 that receives and supports may be attached and carried out.

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 Fall 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。
It is a finishing material sticking structure in which a panel-shaped finishing material is stuck to the base with an adhesive.
Mounting grooves are formed at each of the upper and lower positions of the base so as to cover a plurality of finishing material mounting positions along the left-right direction, and the loads of the plurality of finishing materials arranged in the left-right direction are applied to each of the mounting grooves. A load receiving member that receives and supports is attached, and the finishing material and the base side that are attached to the base in a state of being received by the load receiving member are connected by a fall prevention wire rod, and the load receiving member is connected. , A finishing material sticking structure provided with a mounting 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 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 side wire at the time of attaching the finishing material. The finishing material sticking structure according to claim 1, wherein the connection position with the base side wire is set to a position deviating from the 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。 The finishing material sticking structure according to claim 2, wherein the connection position between the finishing material side wire and the base side wire at the time of sticking the finishing material is set to a position downward from the sticking position of the finishing material. ..
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